Here are the messages between 20070601 and 20070630.

1. Cloud cover
2. RE: Cloud cover
3. RE: Cloud cover
4. WDM file errors
5. RE: WDM file errors
6. RE: WDM file errors
7. RE: Cloud cover
8. RE: Cloud cover
9. Re: WDM file errors
10. Exit target transformation
11. RE: Exit target transformation
12. RE: Exit target transformation
13. Basins / Microsoft Vista Question
14. Re: Basins / Microsoft Vista Question
15. PEST optimization
16. Re: PEST optimization
17. automated response
18. WinHSPF generates extremely high flows
19. Suspended Sand always present!!!
20. RE: WinHSPF generates extremely high flows
21. Basins Application outside the USA
22. Calibration of baseflow
23. SWAT analog?
24. Re: Basins Application outside the USA
25. Re: Basins Application outside the USA
26. Re: SWAT analog?
27. RE: SWAT analog?
28. Re: SWAT analog?
29. Re: SWAT analog?
30. Re: SWAT analog?
31. BASINS 4 error message
32. RE: BASINS 4 error message
33. suspended sediment (sand) non-negligible??
34. RE: suspended sediment (sand) non-negligible??
35. HSPF PRINT-INFO settings
36. Can Swat2000 in BASINS3.1 simulate bacteria transport?
37. OUT file not updating
38. Re: Can Swat2000 in BASINS3.1 simulate bacteria transport?
39. PERLND/IMPLND
40. Re: PERLND/IMPLND
41. Re: PERLND/IMPLND
42. Re: PERLND/IMPLND
43. Re: PERLND/IMPLND
44. Re: BASINS 4 error message
45. Modeling wetlands & restored prairies in HSPF
46. ArcView error "basins3.menuremove"
47. DEEPFR
48. Sharing a job opening for our modelers
49. Re: DEEPFR
50. RE: OUT file not updating
51. RE: OUT file not updating
52. RE: OUT file not updating
53. SWAT Soil Problem
54. Inconsistent Results
55. Re: SWAT Soil Problem
56. Fields out of parameter ranges
57. GIRAS landuse Files
58. Re: GIRAS landuse Files
59. landuse description
60. Seats Still Available WASP Workshop
61. Re: landuse description
62. about poin-valued time series
63. Cannot open WinHSPF program
64. Re: Cannot open WinHSPF program
65. RE: Cannot open WinHSPF program
66. Calibration statistics
67. Hourly flow from WinHSPF
68. Re: Hourly flow from WinHSPF
69. Re: Hourly flow from WinHSPF

-----------------------------------------------------------

X-Message-Number: 1
X-lyris-Id: 156534
Date: Mon, 4 Jun 2007 12:05:03 -0400
From: "Amanjot Singh" <asingh@uoguelph.ca>
Subject: Cloud cover

Hi,
I have cloud cover data as % cloud cover and 'am wondering how to convert it
to "tenths" units!!

Amanjot

-----Original Message-----
From: Tom Jobes [mailto:tjobes@sjrwmd.com] 
Sent: May 24, 2007 2:51 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Bacteria flag in hours of zero flow

Mohammad,

It's probably better to bass the bacteria mass flux instead of 
the concentration, generally POQUAL or SOQUAL or RODQAL to IDQAL.
The MASS-LINK is designed to use mass fluxes, heat fluxes and 
flow volumes, not concentrations, temperatures or flow rates.

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Mohammad Al-Smadi [mailto:malsmadi@vt.edu] 
Sent: Thursday, May 24, 2007 1:52 PM
To: Private list for BASINS users
Subject: [basinsinfo] Bacteria flag in hours of zero flow

When hourly flow gets too small or zero, the bacteria concentration
(DQAL) in the corresponding hour is replaced with a flag of -1.0E30.  I
am sending both flow and bacteria outputs to MASS-LINK I am wondering if
anyone knows a quick way to populate the bacteria concentration with
zero when flow is zero.

I am more interested in daily averages but when this problem occurs at
the hourly level, it corrupts the daily average as well.  Thanks.

Mohammad

____________________________________________
Mohammad Al-Smadi, Ph.D. Candidate
Biological Systems Engineering
Virginia Tech
200 Seitz Hall
Blacksburg, VA 24061
malsmadi@vt.edu
(540) 818-1107  Fax: (540) 231-3199
____________________________________________

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X-Message-Number: 2
X-lyris-Id: 156536
Date: Mon, 4 Jun 2007 10:23:33 -0600
From: "Jason T. Love" <Jason.Love@respec.com>
Subject: RE: Cloud cover

Sorry...I meant use an MFACT of "0.1" as shown in example.

-----Original Message-----
From: Jason T. Love=20
Sent: Monday, June 04, 2007 10:22 AM
To: 'Private list for BASINS users'
Subject: RE: [basinsinfo] Cloud cover

From Group EXTL in HSPF help CLOUD is defined as:
CLOUD     1    1    -  tenths    tenths     Cloud cover (range 0 - 10)

In EXT SOURCES, use an MFACT of "0.01" and if time series is stored
daily and you are running hourly use "SAME" for TRANS.

For HSPF, it is critical to understand how EXT SOURCES,EXT TARGETS,
SCHEMATIC, and MASS LINK work...spend some time understanding this.=20

EXT SOURCES
<-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp>
<-Member-> ***
<Name>   x <Name> x tem strg<-factor->strg <Name>   x   x        <Name>
x x ***

*** Cloud Cover (0-10) (SF Foss Field) stored daily as 0-100
WDM   1011 CLDC     ENGL        0.10  SAME PERLND 101 306 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME IMPLND 101 301 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME RCHRES  10 220 EXTNL  CLOUD
1 1

END EXT SOURCES

-----Original Message-----
From: Amanjot Singh [mailto:asingh@uoguelph.ca]=20
Sent: Monday, June 04, 2007 10:05 AM
To: Private list for BASINS users
Subject: [basinsinfo] Cloud cover

Hi,
I have cloud cover data as % cloud cover and 'am wondering how to
convert it
to "tenths" units!!

Amanjot

-----Original Message-----
From: Tom Jobes [mailto:tjobes@sjrwmd.com]=20
Sent: May 24, 2007 2:51 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Bacteria flag in hours of zero flow

Mohammad,

It's probably better to bass the bacteria mass flux instead of=20
the concentration, generally POQUAL or SOQUAL or RODQAL to IDQAL.
The MASS-LINK is designed to use mass fluxes, heat fluxes and=20
flow volumes, not concentrations, temperatures or flow rates.

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Mohammad Al-Smadi [mailto:malsmadi@vt.edu]=20
Sent: Thursday, May 24, 2007 1:52 PM
To: Private list for BASINS users
Subject: [basinsinfo] Bacteria flag in hours of zero flow

When hourly flow gets too small or zero, the bacteria concentration
(DQAL) in the corresponding hour is replaced with a flag of -1.0E30.  I
am sending both flow and bacteria outputs to MASS-LINK I am wondering if
anyone knows a quick way to populate the bacteria concentration with
zero when flow is zero.

I am more interested in daily averages but when this problem occurs at
the hourly level, it corrupts the daily average as well.  Thanks.

Mohammad

____________________________________________
Mohammad Al-Smadi, Ph.D. Candidate
Biological Systems Engineering
Virginia Tech
200 Seitz Hall
Blacksburg, VA 24061
malsmadi@vt.edu
(540) 818-1107  Fax: (540) 231-3199
____________________________________________

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-----------------------------------------------------------

X-Message-Number: 3
X-lyris-Id: 156537
Date: Mon, 4 Jun 2007 10:21:49 -0600
From: "Jason T. Love" <Jason.Love@respec.com>
Subject: RE: Cloud cover

From Group EXTL in HSPF help CLOUD is defined as:
CLOUD     1    1    -  tenths    tenths     Cloud cover (range 0 - 10)

In EXT SOURCES, use an MFACT of "0.01" and if time series is stored
daily and you are running hourly use "SAME" for TRANS.

For HSPF, it is critical to understand how EXT SOURCES,EXT TARGETS,
SCHEMATIC, and MASS LINK work...spend some time understanding this.=20

EXT SOURCES
<-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp>
<-Member-> ***
<Name>   x <Name> x tem strg<-factor->strg <Name>   x   x        <Name>
x x ***

*** Cloud Cover (0-10) (SF Foss Field) stored daily as 0-100
WDM   1011 CLDC     ENGL        0.10  SAME PERLND 101 306 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME IMPLND 101 301 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME RCHRES  10 220 EXTNL  CLOUD
1 1

END EXT SOURCES

-----Original Message-----
From: Amanjot Singh [mailto:asingh@uoguelph.ca]=20
Sent: Monday, June 04, 2007 10:05 AM
To: Private list for BASINS users
Subject: [basinsinfo] Cloud cover

Hi,
I have cloud cover data as % cloud cover and 'am wondering how to
convert it
to "tenths" units!!

Amanjot

-----Original Message-----
From: Tom Jobes [mailto:tjobes@sjrwmd.com]=20
Sent: May 24, 2007 2:51 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Bacteria flag in hours of zero flow

Mohammad,

It's probably better to bass the bacteria mass flux instead of=20
the concentration, generally POQUAL or SOQUAL or RODQAL to IDQAL.
The MASS-LINK is designed to use mass fluxes, heat fluxes and=20
flow volumes, not concentrations, temperatures or flow rates.

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Mohammad Al-Smadi [mailto:malsmadi@vt.edu]=20
Sent: Thursday, May 24, 2007 1:52 PM
To: Private list for BASINS users
Subject: [basinsinfo] Bacteria flag in hours of zero flow

When hourly flow gets too small or zero, the bacteria concentration
(DQAL) in the corresponding hour is replaced with a flag of -1.0E30.  I
am sending both flow and bacteria outputs to MASS-LINK I am wondering if
anyone knows a quick way to populate the bacteria concentration with
zero when flow is zero.

I am more interested in daily averages but when this problem occurs at
the hourly level, it corrupts the daily average as well.  Thanks.

Mohammad

____________________________________________
Mohammad Al-Smadi, Ph.D. Candidate
Biological Systems Engineering
Virginia Tech
200 Seitz Hall
Blacksburg, VA 24061
malsmadi@vt.edu
(540) 818-1107  Fax: (540) 231-3199
____________________________________________

------------------------------------------
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-----------------------------------------------------------

X-Message-Number: 4
X-lyris-Id: 156539
Date: Mon, 4 Jun 2007 12:40:45 -0400 (EDT)
From: jferrari@al.umces.edu
Subject: WDM file errors

Hi,

I am working with BASINS/HSPF/WDMUTIL.  I have a WDM file that "works" and
would like to distribute it among several directories for use in multiple
scenarios for the same watershed.

When I copy/paste the WDM from one directory to another I get an
"intermittent" error- I say intermittent because it does not always
happen....  For example, I copied the master WDM to a new directory, and
when I tried to open the WDM in that directory I get an error from WDMUTIL
saying the WDM file is not a valid WDM file and cannot be opened.

I have copied this WDM multiple times, and get this error for about 1/3 to
1/2 of the copy attempts.

Has anyone had this problem before?  Is there something I can do to
prevent it?

Thank You,

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

-----------------------------------------------------------

X-Message-Number: 5
X-lyris-Id: 156540
Date: Mon, 4 Jun 2007 12:50:04 -0400
From: "Tom Jobes" <tjobes@sjrwmd.com>
Subject: RE: WDM file errors

I get this error when I copy a file into a path that has become
"too long".  I don't have a precise number of characters for "too=20
long", but some of the older software packages had a limit of 64
characters in the path (including filename and extension).  You
might be copying into subdirectories with slightly-varying pathname
lengths just under or over the limit.

Hope this helps,

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: jferrari@al.umces.edu [mailto:jferrari@al.umces.edu]=20
Sent: Monday, June 04, 2007 12:41 PM
To: Private list for BASINS users
Cc: Private list for BASINS users
Subject: [basinsinfo] WDM file errors

Hi,

I am working with BASINS/HSPF/WDMUTIL.  I have a WDM file that "works"
and would like to distribute it among several directories for use in
multiple scenarios for the same watershed.

When I copy/paste the WDM from one directory to another I get an
"intermittent" error- I say intermittent because it does not always
happen....  For example, I copied the master WDM to a new directory, and
when I tried to open the WDM in that directory I get an error from
WDMUTIL saying the WDM file is not a valid WDM file and cannot be
opened.

I have copied this WDM multiple times, and get this error for about 1/3
to
1/2 of the copy attempts.

Has anyone had this problem before?  Is there something I can do to
prevent it?

Thank You,

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

------------------------------------------
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------------------------------------------

-----------------------------------------------------------

X-Message-Number: 6
X-lyris-Id: 156541
Date: Mon, 4 Jun 2007 12:50:08 -0400
From: "Zeckoski, Rebecca" <rwinfrey@vt.edu>
Subject: RE: WDM file errors

Joseph,

I encounter this error frequently when the path to the WDM file is too
long.  This could explain the intermittent nature of your error, if the
folders to which you're distributing don't all have names of the same
length. =20

To fix this, make sure the path to each distributed WDM file is not too
long.  I don't know the actual length that causes the problem, perhaps
someone else can weigh in on that.

-Rebecca

-----Original Message-----
From: jferrari@al.umces.edu [mailto:jferrari@al.umces.edu]=20
Sent: Monday, June 04, 2007 5:41 PM
To: Private list for BASINS users
Cc: Private list for BASINS users
Subject: [basinsinfo] WDM file errors

Hi,

I am working with BASINS/HSPF/WDMUTIL.  I have a WDM file that "works"
and
would like to distribute it among several directories for use in
multiple
scenarios for the same watershed.

When I copy/paste the WDM from one directory to another I get an
"intermittent" error- I say intermittent because it does not always
happen....  For example, I copied the master WDM to a new directory, and
when I tried to open the WDM in that directory I get an error from
WDMUTIL
saying the WDM file is not a valid WDM file and cannot be opened.

I have copied this WDM multiple times, and get this error for about 1/3
to
1/2 of the copy attempts.

Has anyone had this problem before?  Is there something I can do to
prevent it?

Thank You,

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

------------------------------------------
You are currently subscribed to the basinsinfo listserver.=20

To unsubscribe, send the words unsubscribe basinsinfo to
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OR:
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------------------------------------------

-----------------------------------------------------------

X-Message-Number: 7
X-lyris-Id: 156542
Date: Mon, 4 Jun 2007 12:58:05 -0400
From: "Amanjot Singh" <asingh@uoguelph.ca>
Subject: RE: Cloud cover

Thanks Jason; however, I am using cloud cover data to use in WDM utilities
for calculating Solar Radiation. There the units required are "tenths" and I
have data in percent daily cloud cover.

Amanjot

-----Original Message-----
From: Jason T. Love [mailto:Jason.Love@respec.com] 
Sent: June 4, 2007 12:22 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Cloud cover

From Group EXTL in HSPF help CLOUD is defined as:
CLOUD     1    1    -  tenths    tenths     Cloud cover (range 0 - 10)

In EXT SOURCES, use an MFACT of "0.01" and if time series is stored
daily and you are running hourly use "SAME" for TRANS.

For HSPF, it is critical to understand how EXT SOURCES,EXT TARGETS,
SCHEMATIC, and MASS LINK work...spend some time understanding this. 

EXT SOURCES
<-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp>
<-Member-> ***
<Name>   x <Name> x tem strg<-factor->strg <Name>   x   x        <Name>
x x ***

*** Cloud Cover (0-10) (SF Foss Field) stored daily as 0-100
WDM   1011 CLDC     ENGL        0.10  SAME PERLND 101 306 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME IMPLND 101 301 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME RCHRES  10 220 EXTNL  CLOUD
1 1

END EXT SOURCES

-----Original Message-----
From: Amanjot Singh [mailto:asingh@uoguelph.ca] 
Sent: Monday, June 04, 2007 10:05 AM
To: Private list for BASINS users
Subject: [basinsinfo] Cloud cover

Hi,
I have cloud cover data as % cloud cover and 'am wondering how to
convert it
to "tenths" units!!

Amanjot

-----Original Message-----
From: Tom Jobes [mailto:tjobes@sjrwmd.com] 
Sent: May 24, 2007 2:51 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Bacteria flag in hours of zero flow

Mohammad,

It's probably better to bass the bacteria mass flux instead of 
the concentration, generally POQUAL or SOQUAL or RODQAL to IDQAL.
The MASS-LINK is designed to use mass fluxes, heat fluxes and 
flow volumes, not concentrations, temperatures or flow rates.

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Mohammad Al-Smadi [mailto:malsmadi@vt.edu] 
Sent: Thursday, May 24, 2007 1:52 PM
To: Private list for BASINS users
Subject: [basinsinfo] Bacteria flag in hours of zero flow

When hourly flow gets too small or zero, the bacteria concentration
(DQAL) in the corresponding hour is replaced with a flag of -1.0E30.  I
am sending both flow and bacteria outputs to MASS-LINK I am wondering if
anyone knows a quick way to populate the bacteria concentration with
zero when flow is zero.

I am more interested in daily averages but when this problem occurs at
the hourly level, it corrupts the daily average as well.  Thanks.

Mohammad

____________________________________________
Mohammad Al-Smadi, Ph.D. Candidate
Biological Systems Engineering
Virginia Tech
200 Seitz Hall
Blacksburg, VA 24061
malsmadi@vt.edu
(540) 818-1107  Fax: (540) 231-3199
____________________________________________

------------------------------------------
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------------------------------------------

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-----------------------------------------------------------

X-Message-Number: 8
X-lyris-Id: 156543
Date: Mon, 4 Jun 2007 13:22:17 -0400
From: "Tom Jobes" <tjobes@sjrwmd.com>
Subject: RE: Cloud cover

Amanjot,

The Generate tool in WdmUtil has the capability to multiply a timeseries
by a constant
(0.1 in this case, to convert from 0-100 to 0-10) and store the results
back=20
in the WDM file. The fractional tenths are okay - you don't need to
round
to the nearest tenth.

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Amanjot Singh [mailto:asingh@uoguelph.ca]=20
Sent: Monday, June 04, 2007 12:58 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Cloud cover

Thanks Jason; however, I am using cloud cover data to use in WDM
utilities for calculating Solar Radiation. There the units required are
"tenths" and I have data in percent daily cloud cover.

Amanjot

-----Original Message-----
From: Jason T. Love [mailto:Jason.Love@respec.com]
Sent: June 4, 2007 12:22 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Cloud cover

From Group EXTL in HSPF help CLOUD is defined as:
CLOUD     1    1    -  tenths    tenths     Cloud cover (range 0 - 10)

In EXT SOURCES, use an MFACT of "0.01" and if time series is stored
daily and you are running hourly use "SAME" for TRANS.

For HSPF, it is critical to understand how EXT SOURCES,EXT TARGETS,
SCHEMATIC, and MASS LINK work...spend some time understanding this.=20

EXT SOURCES
<-Volume-> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp>
<-Member-> ***
<Name>   x <Name> x tem strg<-factor->strg <Name>   x   x        <Name>
x x ***

*** Cloud Cover (0-10) (SF Foss Field) stored daily as 0-100
WDM   1011 CLDC     ENGL        0.10  SAME PERLND 101 306 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME IMPLND 101 301 EXTNL  CLOUD
1 1
WDM   1011 CLDC     ENGL        0.10  SAME RCHRES  10 220 EXTNL  CLOUD
1 1

END EXT SOURCES

-----Original Message-----
From: Amanjot Singh [mailto:asingh@uoguelph.ca]
Sent: Monday, June 04, 2007 10:05 AM
To: Private list for BASINS users
Subject: [basinsinfo] Cloud cover

Hi,
I have cloud cover data as % cloud cover and 'am wondering how to
convert it to "tenths" units!!

Amanjot

-----Original Message-----
From: Tom Jobes [mailto:tjobes@sjrwmd.com]
Sent: May 24, 2007 2:51 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] Bacteria flag in hours of zero flow

Mohammad,

It's probably better to bass the bacteria mass flux instead of the
concentration, generally POQUAL or SOQUAL or RODQAL to IDQAL.
The MASS-LINK is designed to use mass fluxes, heat fluxes and flow
volumes, not concentrations, temperatures or flow rates.

Tom Jobes
St Johns River Water Management District tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Mohammad Al-Smadi [mailto:malsmadi@vt.edu]
Sent: Thursday, May 24, 2007 1:52 PM
To: Private list for BASINS users
Subject: [basinsinfo] Bacteria flag in hours of zero flow

When hourly flow gets too small or zero, the bacteria concentration
(DQAL) in the corresponding hour is replaced with a flag of -1.0E30.  I
am sending both flow and bacteria outputs to MASS-LINK I am wondering if
anyone knows a quick way to populate the bacteria concentration with
zero when flow is zero.

I am more interested in daily averages but when this problem occurs at
the hourly level, it corrupts the daily average as well.  Thanks.

Mohammad

____________________________________________
Mohammad Al-Smadi, Ph.D. Candidate
Biological Systems Engineering
Virginia Tech
200 Seitz Hall
Blacksburg, VA 24061
malsmadi@vt.edu
(540) 818-1107  Fax: (540) 231-3199
____________________________________________

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X-Message-Number: 9
X-lyris-Id: 156569
Date: Tue, 5 Jun 2007 09:57:11 -0500
From: "Alan Cibuzar" <awc@awlab.com>
Subject: Re: WDM file errors

The basins program may be looking for it in a specific directory for the 
project you are working on.  There should be a way to check the path.

Alan
----- Original Message ----- 
From: <jferrari@al.umces.edu>
To: "Private list for BASINS users" <basinsinfo@lists.epa.gov>
Cc: "Private list for BASINS users" <basinsinfo@lists.epa.gov>
Sent: Monday, June 04, 2007 11:40 AM
Subject: [basinsinfo] WDM file errors

> Hi,
>
> I am working with BASINS/HSPF/WDMUTIL.  I have a WDM file that "works" and
> would like to distribute it among several directories for use in multiple
> scenarios for the same watershed.
>
> When I copy/paste the WDM from one directory to another I get an
> "intermittent" error- I say intermittent because it does not always
> happen....  For example, I copied the master WDM to a new directory, and
> when I tried to open the WDM in that directory I get an error from WDMUTIL
> saying the WDM file is not a valid WDM file and cannot be opened.
>
> I have copied this WDM multiple times, and get this error for about 1/3 to
> 1/2 of the copy attempts.
>
> Has anyone had this problem before?  Is there something I can do to
> prevent it?
>
> Thank You,
>
>
> Joseph Ferrari
> Faculty Research Assistant
> UMCES Appalachian Laboratory
> 301 Braddock Road
> Frostburg, MD 21532
>
>
> ------------------------------------------
> You are currently subscribed to the basinsinfo listserver.
>
> To unsubscribe, send the words unsubscribe basinsinfo to 
> lyris@lists.epa.gov
> OR:
> Use the listserver's web interface at 
> https://lists.epa.gov/cgi-bin/lyris.pl to manage your
> subscription.
> OR
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> ------------------------------------------
>
>
> __________ NOD32 2307 (20070604) Information __________
>
> This message was checked by NOD32 antivirus system.
> http://www.eset.com
>
> 

-----------------------------------------------------------

X-Message-Number: 10
X-lyris-Id: 156600
Date: Tue, 05 Jun 2007 16:04:37 -1000
From: Krispin Fernandes <krispin@hawaii.edu>
Subject: Exit target transformation

Dear All,
I only have a limited data of sediment which is only one storm event data (in 
time series). So I want to compare the simulation and observed in hourly basis 
and further calibrate the sediment paramters. But I got the following error: 
Even if I select the transformation, "same", "sum" or other, I still got the 
same error message. If I run this in daily output with the transformation 
"sum", no error was occured, but it is hard to compare the average daily 
simulation with the event data basis.

The question: is that possible to calibrate the sediment with only limited 
event data? and How to handle this error?

Regards,
Krispin

 
********************************************************************************
****
 
*                                                                               
   *
 *  ERROR/WARNING ID:   215 
118                                                     *
 
*                                                                               
   *
 *  The source/target transformation function, specified in the 
following           *
 *  entry which appeared in the ext sources, network or ext 
targets                 *
 *  blocks, is 
invalid:                                                             *
 
*                                                                               
   *
 *    Transf  Stkind   Case  |            Opn-ID     Grp-Name    
Member-ID          *
 *  Function                 |  Source: PERLND,  101   SEDMNT  SOSED      1    
1    *
 *    AVER         2      1  |  Target: WDM1  , 1007           SOSED      3    
1    *
 
*                                                                               
   *
 
********************************************************************************
****
 

-----------------------------------------------------------

X-Message-Number: 11
X-lyris-Id: 156604
Date: Wed, 6 Jun 2007 08:07:10 -0400
From: "Tom Jobes" <tjobes@sjrwmd.com>
Subject: RE: Exit target transformation

The STKIND=3D2 and CASE=3D1 imply that your dataset is mean-valued (the
default) and at the=20
same timestep of the run (both hourly).  With this situation, SAME or
blank should work=20
equally well to store the timeseries in the WDM file.  AVER or SUM would
not work unless=20
you're aggregating the timestep.

One thing to check - SOSED is in units of tons/hour.  Is your observed
data in these units
or in concentration units?

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Krispin Fernandes [mailto:krispin@hawaii.edu]=20
Sent: Tuesday, June 05, 2007 10:05 PM
To: Private list for BASINS users
Subject: [basinsinfo] Exit target transformation

Dear All,
I only have a limited data of sediment which is only one storm event
data (in time series). So I want to compare the simulation and observed
in hourly basis and further calibrate the sediment paramters. But I got
the following error: Even if I select the transformation, "same", "sum"
or other, I still got the same error message. If I run this in daily
output with the transformation "sum", no error was occured, but it is
hard to compare the average daily simulation with the event data basis.

The question: is that possible to calibrate the sediment with only
limited event data? and How to handle this error?

Regards,
Krispin

=20
************************************************************************
************
 *
*
 *  ERROR/WARNING ID:   215 118
*
 *
*
 *  The source/target transformation function, specified in the
following           *
 *  entry which appeared in the ext sources, network or ext targets
*
 *  blocks, is invalid:
*
 *
*
 *    Transf  Stkind   Case  |            Opn-ID     Grp-Name
Member-ID          *
 *  Function                 |  Source: PERLND,  101   SEDMNT  SOSED
1    1    *
 *    AVER         2      1  |  Target: WDM1  , 1007           SOSED
3    1    *
 *
*
=20
************************************************************************
************
=20

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X-Message-Number: 12
X-lyris-Id: 156607
Date: Wed, 6 Jun 2007 08:20:26 -0500
From: "Rebecca Reeves" <rreeves@sara-tx.org>
Subject: RE: Exit target transformation

Does Basin's 4 work in the Microsoft Vista operating system?

Thanks
Rebecca

-----------------------------------------------------------

X-Message-Number: 13
X-lyris-Id: 156610
Date: Wed, 6 Jun 2007 09:16:21 -0500
From: "Rebecca Reeves" <rreeves@sara-tx.org>
Subject: Basins / Microsoft Vista Question

Sorry, I forgot to change the subject

Does Basin's 4 work in the Microsoft Vista operating system?

Thanks
Rebecca

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X-Message-Number: 14
X-lyris-Id: 156650
Date: Wed, 6 Jun 2007 13:09:27 -0600
From: "Daniel Ames" <dpames@gmail.com>
Subject: Re: Basins / Microsoft Vista Question

------=_Part_17561_19605563.1181156967062
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Rebecca,

I've had good succes with BASINS 4 on Vista...

Dan

On 6/6/07, Rebecca Reeves <rreeves@sara-tx.org> wrote:
>
>
>
> Sorry, I forgot to change the subject
>
> Does Basin's 4 work in the Microsoft Vista operating system?
>
> Thanks
> Rebecca
>
> ------------------------------------------
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>
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> https://lists.epa.gov/cgi-bin/lyris.pl to manage your
> subscription.
> OR
> Contact the basinsinfo listserver owner at
> basinsinfo-Owner@lists.epa.gov
> ------------------------------------------
>
> ------------------------------------------
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>
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> ------------------------------------------
>

-- 
Daniel P. Ames, PhD, PE
Dept of Geosciences
Idaho State University
amesdani@isu.edu
www.hydromap.com

------=_Part_17561_19605563.1181156967062
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Rebecca,<br><br>I&#39;ve had good succes with BASINS 4 on Vista... 
<br><br>Dan<br><br><div><span class="gmail_quote">On 6/6/07, <b 
class="gmail_sendername">Rebecca Reeves</b> &lt;<a 
href="mailto:rreeves@sara-tx.org">rreeves@sara-tx.org
</a>&gt; wrote:</span><blockquote class="gmail_quote" style="border-left: 1px 
solid rgb(204, 204, 204); margin: 0pt 0pt 0pt 0.8ex; padding-left: 
1ex;"><br><br>Sorry, I forgot to change the subject<br><br>Does Basin&#39;s 4 
work in the Microsoft Vista operating system?
<br><br>Thanks<br>Rebecca<br><br>------------------------------------------<br>Y
ou are currently subscribed to the basinsinfo listserver.<br><br>To 
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href="mailto:lyris@lists.epa.gov">
lyris@lists.epa.gov</a><br>OR:<br>Use the listserver&#39;s web interface 
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">https://lists.epa.gov/cgi-bin/lyris.pl</a> to manage 
your<br>subscription.<br>OR<br>Contact the basinsinfo listserver owner at
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--<br><br>------------------------------------------<br>You are currently 
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<br><br>To unsubscribe, send the words unsubscribe basinsinfo to <a 
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--
<br></blockquote></div><br><br clear="all"><br>-- <br>Daniel P. Ames, PhD, 
PE<br>Dept of Geosciences<br>Idaho State University<br><a 
href="mailto:amesdani@isu.edu">amesdani@isu.edu</a><br><a 
href="http://www.hydromap.com">
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------=_Part_17561_19605563.1181156967062--

-----------------------------------------------------------

X-Message-Number: 15
X-lyris-Id: 156785
Date: Fri, 08 Jun 2007 10:28:19 -0700
From: Drew Ackerman <drewa@sccwrp.org>
Subject: PEST optimization

I have a question regarding using the WinHSPF interface with PEST.  When 
I run PEST via the WinHSPF interface, I get an optimized set of model 
parameters that can be modified in my UCI file.  There is also a *.SUP 
file that has those same parameter values.

I want to be able to optimize parameters (e.g. LZSN) for different 
PERLND groups.  As a first step, I think that I should be able to run 
PEST via a DOS window and get about the same answer as via WinHSPF.  The 
optimization works away using the CONTROL.PST file and successfully 
completes.  However, when it's done, the *.SUP file has the same values 
as it started with.  Where should my optimized parameter values be if 
not there (no files changed in the WinHSPF-created PEST directory).

Thanks
drew

-- 
/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\

SCCWRP HAS MOVED!!!!  
Please note my new address and phone number.

Drew Ackerman
Southern California Coastal Water Research Project

3535 Harbor Blvd., Suite 110
Costa Mesa, CA 92626

714-755-3217
714-755-3299 fax

-----------------------------------------------------------

X-Message-Number: 16
X-lyris-Id: 156790
Date: Fri, 8 Jun 2007 13:57:01 -0400
From: Carleton.Jim@epamail.epa.gov
Subject: Re: PEST optimization

Drew,
Look in control.par or in control.rec - search for "optimisation
results" in the latter.

                                                                        
             Drew Ackerman                                              
             <drewa@sccwrp.or                                           
             g>                                                      To 
                                      "Private list for BASINS users"   
             06/08/2007 01:28         <basinsinfo@lists.epa.gov>        
             PM                                                      cc 
                                                                        
                                                                Subject 
              Please respond          [basinsinfo] PEST optimization    
                    to                                                  
              "Private list                                             
                for BASINS                                              
                  users"                                                
             <basinsinfo@list                                           
                s.epa.gov>                                              
                                                                        
                                                                        

I have a question regarding using the WinHSPF interface with PEST.  When

I run PEST via the WinHSPF interface, I get an optimized set of model
parameters that can be modified in my UCI file.  There is also a *.SUP
file that has those same parameter values.

I want to be able to optimize parameters (e.g. LZSN) for different
PERLND groups.  As a first step, I think that I should be able to run
PEST via a DOS window and get about the same answer as via WinHSPF.  The

optimization works away using the CONTROL.PST file and successfully
completes.  However, when it's done, the *.SUP file has the same values
as it started with.  Where should my optimized parameter values be if
not there (no files changed in the WinHSPF-created PEST directory).

Thanks
drew

--
/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\

SCCWRP HAS MOVED!!!!
Please note my new address and phone number.

Drew Ackerman
Southern California Coastal Water Research Project

3535 Harbor Blvd., Suite 110
Costa Mesa, CA 92626

714-755-3217
714-755-3299 fax

------------------------------------------
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X-Message-Number: 17
X-lyris-Id: 156792
Date:     Fri,  8 Jun 2007 14:05:17 -0400
From:     "Darla Crum" <crumd@ci.hamilton.oh.us>
Subject: automated response

I will be on vacation until June 18, 2007.  I will respond to 
your message at that time.  If you need immediate assistance 
please call 513-785-7280.

Thanks!

Darla

-----------------------------------------------------------

X-Message-Number: 18
X-lyris-Id: 156813
Date: Sat, 9 Jun 2007 13:46:10 -0700
From: "Kevin He" <kevinhe@ucla.edu>
Subject: WinHSPF generates extremely high flows

Dear BASINS users:

When I was using WinHSPF to simulate streamflow, I got extremely high 
values, especially for peak flow (e.g., simulated peak flow 28,000cfs vs. 
observed peak flow 1,600cfs). I consistently used English units in the 
simulation. I also tried to change all the parameters. However, the 
simulated values are still extremely high. Any suggestions? I would 
appreciate any help very much!!

Thanks in advance,
Kevin 

-----------------------------------------------------------

X-Message-Number: 19
X-lyris-Id: 156818
Date: Sun, 10 Jun 2007 22:12:56 -0700 (PDT)
From: Ana Jagui Perez Kuroki <jagui5@yahoo.com>
Subject: Suspended Sand always present!!!

--0-696454444-1181538776=:62642
Content-Type: text/plain; charset=iso-8859-1
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Dear all
I am having problems with my sediment simulation; I am always obtaining a 
non-negligible suspended sand concentration for all the reaches. In the BASIN 
technical notes 6, it is explained that this can be solved by ?careful 
inspection and adjustment of the FTABLES?. I already try changing all the 
parameters in the FTABLES, reach by reach, but still the same amount of 
suspended sand appears. Did any of you have had the same problem? I ll 
appreciate any help or suggestion!!   
  Thank al lot
   
  jagui
  
 
       
---------------------------------
Ready for the edge of your seat? Check out tonight's top picks on Yahoo! TV. 
--0-696454444-1181538776=:62642
Content-Type: text/html; charset=iso-8859-1
Content-Transfer-Encoding: 8bit

Dear all<br>I am having problems with my sediment simulation; I am always 
obtaining a non-negligible suspended sand concentration for all the reaches. In 
the BASIN technical notes 6, it is explained that this can be solved by 
?careful inspection and adjustment of the FTABLES?. I already try changing all 
the parameters in the FTABLES, reach by reach, but still the same amount of 
suspended sand appears. Did any of you have had the same problem? I ll 
appreciate any help or suggestion!!  <div class="MsoNormal"><span 
style="">&nbsp;</span></div>  <div class="MsoNormal">Thank al lot</div>  <div 
class="MsoNormal"><o:p>&nbsp;</o:p></div>  <div class="MsoNormal">jagui</div>  
<br> <p>&#32;
      <hr size=1>Ready for the edge of your seat? 
<a href="http://us.rd.yahoo.com/evt=48220/*http://tv.yahoo.com/">Check out 
tonight's top picks</a> on Yahoo! TV. 

--0-696454444-1181538776=:62642--

-----------------------------------------------------------

X-Message-Number: 20
X-lyris-Id: 156821
Date: Mon, 11 Jun 2007 08:15:48 -0400
From: "Tom Jobes" <tjobes@sjrwmd.com>
Subject: RE: WinHSPF generates extremely high flows

There are a number of possibilities here.  If your overall water balance
is
far too high also, and you've checked units (e.g. rainfall is in mm,
which
would be 25x too high) and timestep (e.g. rainfall is daily total but
with
TRAN string of SAME for hourly run, which would be 24x too high), then
some
other possibilities are:=20

   faulty PET data;
   INFILT much too low;=20
   UZSN/LZSN much too low;=20
   drainage area (mult factors in SCHEMATIC) too large or
double-counted
      (i.e. same PERLND/IMPLND area passed to more than one
RCHRES);=20
   fraction of IMPLND too high;
   RCHRES to RCHRES connections in SCHEMATIC double-counted;

Those are some things that pop into mind - hope they help point you in
the
right direction...

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Kevin He [mailto:kevinhe@ucla.edu]=20
Sent: Saturday, June 09, 2007 4:46 PM
To: Private list for BASINS users
Subject: [basinsinfo] WinHSPF generates extremely high flows

Dear BASINS users:

When I was using WinHSPF to simulate streamflow, I got extremely high
values, especially for peak flow (e.g., simulated peak flow 28,000cfs
vs.=20
observed peak flow 1,600cfs). I consistently used English units in the
simulation. I also tried to change all the parameters. However, the
simulated values are still extremely high. Any suggestions? I would
appreciate any help very much!!

Thanks in advance,
Kevin=20

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-----------------------------------------------------------

X-Message-Number: 21
X-lyris-Id: 156848
Date: Mon, 11 Jun 2007 09:23:35 -0600
From: "Gautam, Navin" <navin.gautam@stantec.com>
Subject: Basins Application outside the USA

I was wondering if there are examples/tutorials of application of BASINS
(4) outside the US.

I have the following data and I am trying to automatically populate HSPF
model for water quality simulation.

DEM/Topography
Stream Network
Landuse/Landcover Data
Soil Type
Time series of Temperature/Cloud Cover
Time Series of Precipitation, Flow, and Water Quality Data

I will appreciate any references. A step by step guide would be perfect
;)

Thanks in advance,

Cheers
Navin

-----------------------------------------------------------

X-Message-Number: 22
X-lyris-Id: 156866
Date: Mon, 11 Jun 2007 14:12:18 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: Calibration of baseflow

Ladies & Gentlemen:

I am working on a watershed model (BASINS/HSPF) to determine recharge =
values for groundwater modelling with MODFLOW. I do not have baseflow =
measurements to calibrate the baseflow. I have used the automated baseflow =
seperation software (Arnold, J.G., P.M. Allen, R. Muttiah, and G. =
Bernhardt. 1995. Automated base flow separation and recession analysis =
techniques. Ground Water 33(6): 1010-1018.) to get baseflow from my =
streamflow records. I divided the calculated baseflow values by the =
drainage area contributing flow to the stream gauge to get the unit =
monthly and annual baseflow values which I will compare with the HSPF =
results. From hydrogeology studies in the area I know that the stream is a =
gaining stream, so I have made DEEPFR =3D 0 for my study area. The only =
recharge component then I have from the HSPF output is AGWO (mm). As =
calculated baseflow to the stream gauge I summed (daily) AGWO values for =
all the PERLNDs contributing flow to the RCHRES of the stream including =
upstream RCHRESs to get monthly and annual totals.

I started my calibration with annual and seasonal water balances; I got =
errors less than +/- 8%. My hydrograph shapes (calaculated vs observed) =
compare very well, this is also true for the Flow/Duration plots and the =
correlation coef. =3D 0.630. I went on to the extended calibration for the =
groundwater fluxes. My model winter baseflow values are pretty similar to =
those I got from from the baseflow separation method but the summer =
calculated values are less than half of the observed (from baseflow =
seperation).

I wonder if anyone experienced with integrated surface and groundwater =
modelling with HSPF/MODFLOW can provide some guide.

My best regards,

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

-----------------------------------------------------------

X-Message-Number: 23
X-lyris-Id: 156869
Date: Mon, 11 Jun 2007 23:17:03 +0300
From: "=?UTF-8?B?0JLQsNGB0LjQu9C40Lkg0J7RgdCw0LTRh9C40Lk=?=" 
<kubirone@gmail.com>
Subject: SWAT analog?

Good day maillist.
I have been just installed basin cause we need smth like SWAT, but i
cant find it for basins3* and there is no SWAT in basins4 (at least i
didnt found it), and im wondering, is there any analog for SWAT for
basins?

-- 
sorry for my english
wbr cub

-----------------------------------------------------------

X-Message-Number: 24
X-lyris-Id: 156883
Date: Tue, 12 Jun 2007 07:16:00 -0500
From: Partington.Ed@epamail.epa.gov
Subject: Re: Basins Application outside the USA

We dont have any examples or tutorials of BASINS applications outside
the US but I've done it 2 or 3 times and it's a lot of work. With the
availability of GIS data worldwide the GIS part of building a project is
not that difficult. The hardest part is building the WDM time series for
precipitation and flow.

           <partington.ed@epa.gov>
  EPA/OW/OST/SHPD/RSTSSB/BASINS
<http://www.epa.gov/waterscience/basins>

                                                                        
             "Gautam, Navin"                                            
             <navin.gautam@st                                           
             antec.com>                                              To 
                                      "Private list for BASINS users"   
             06/11/2007 10:23         <basinsinfo@lists.epa.gov>        
             AM                                                      cc 
                                                                        
                                                                Subject 
              Please respond          [basinsinfo] Basins Application   
                    to                outside the USA                   
              "Private list                                             
                for BASINS                                              
                  users"                                                
             <basinsinfo@list                                           
                s.epa.gov>                                              
                                                                        
                                                                        

I was wondering if there are examples/tutorials of application of BASINS
(4) outside the US.

I have the following data and I am trying to automatically populate HSPF
model for water quality simulation.

DEM/Topography
Stream Network
Landuse/Landcover Data
Soil Type
Time series of Temperature/Cloud Cover
Time Series of Precipitation, Flow, and Water Quality Data

I will appreciate any references. A step by step guide would be perfect
;)

Thanks in advance,

Cheers
Navin

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X-Message-Number: 25
X-lyris-Id: 156889
Date: Tue, 12 Jun 2007 09:20:32 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: Re: Basins Application outside the USA

Hi Navin,
I use BASINS/HSPF for watershed modelling in Canada. I don't have to =
download any data from USA sites. Despite the fact that BASINS/HSPF is US =
use foc used it also has the capability to use your own GIS, DEM, time =
series files. All the data we use have been prepared in our office and all =
is working well. Start you model with the noda option and build up from =
there; importing your own DEM and GIS layers including watershed boundary, =
landuse, stream network etc. Use WDMutil the accompanying data management =
software to prepare your time series files. Once you have taken these =
initial steps the BASINS/HSPF User Manual should take you through the rest =
of the modelling steps. Feel free to give me a call if you can't move =
forward.
Wish you luck.

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

>>> navin.gautam@stantec.com 11/06/2007 11:23 am >>>
I was wondering if there are examples/tutorials of application of BASINS
(4) outside the US.

I have the following data and I am trying to automatically populate HSPF
model for water quality simulation.

DEM/Topography
Stream Network
Landuse/Landcover Data
Soil Type
Time series of Temperature/Cloud Cover
Time Series of Precipitation, Flow, and Water Quality Data

I will appreciate any references. A step by step guide would be perfect
;)

Thanks in advance,

Cheers
Navin

------------------------------------------
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To unsubscribe, send the words unsubscribe basinsinfo to lyris@lists.epa.go=
v=20
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l to manage your=20
subscription.
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-----------------------------------------------------------

X-Message-Number: 26
X-lyris-Id: 156951
Date: Wed, 13 Jun 2007 08:25:29 -0600
From: "Daniel Ames" <dpames@gmail.com>
Subject: Re: SWAT analog?

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-----------------------------------------------------------

X-Message-Number: 27
X-lyris-Id: 156955
Date: Wed, 13 Jun 2007 11:15:06 -0400
From: "Bijhouwer, Paul  LRB" <Paul.Bijhouwer@lrb01.usace.army.mil>
Subject: RE: SWAT analog?

Hi Dan,

Will the  BASINS4/SWAT package facilitate the use of PEST / GenScn for =
SWAT?
Doing so is not easy in BASINS 3.1.  Will it incorporate SWAT2005 and =
the
sensitivity analysis, automatic calibration, and SSURGO tools currently
available in the AVSWAT-X package?

Thanks,
Paul Bijhouwer, P.E.

-----Original Message-----
From: Daniel Ames [mailto:dpames@gmail.com]=20
Sent: Wednesday, June 13, 2007 10:25 AM
To: Private list for BASINS users
Subject: Re: [basinsinfo] SWAT analog?

=F7=C1=D3=C9=CC=C9=CA =EF=D3=C1=C4=DE=C9=CA,

A new MapWindow/BASINS4 interface for SWAT is currently under =
development and
we hope to have a beta version out for review later this fall. =20

Dan

On 6/11/07, =F7=C1=D3=C9=CC=C9=CA =EF=D3=C1=C4=DE=C9=CA =
<kubirone@gmail.com> wrote:

   Good day maillist.
   I have been just installed basin cause we need smth like SWAT, but i
   cant find it for basins3* and there is no SWAT in basins4 (at least i
   didnt found it), and im wondering, is there any analog for SWAT for=20
   basins?
=09
   --
   sorry for my english
   wbr cub
=09
   ------------------------------------------
   You are currently subscribed to the basinsinfo listserver.
=09
   To unsubscribe, send the words unsubscribe basinsinfo to
lyris@lists.epa.gov
   OR:
   Use the listserver's web interface at
https://lists.epa.gov/cgi-bin/lyris.pl to manage your
   subscription.
   OR
   Contact the basinsinfo listserver owner at
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   ------------------------------------------
=09

--
Daniel P. Ames, PhD, PE
Dept of Geosciences
Idaho State University
amesdani@isu.edu
www.hydromap.com ------------------------------------------ You are =
currently
subscribed to the basinsinfo listserver. To unsubscribe, send the words
unsubscribe basinsinfo to lyris@lists.epa.gov OR: Use the listserver's =
web
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basinsinfo-Owner@lists.epa.gov
------------------------------------------

-----------------------------------------------------------

X-Message-Number: 28
X-lyris-Id: 156956
Date: Wed, 13 Jun 2007 09:54:06 -0500
From: "Alan Cibuzar" <awc@awlab.com>
Subject: Re: SWAT analog?

This is a multi-part message in MIME format.

------=_NextPart_000_001C_01C7ADA0.C7E7FA70
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   charset="KOI8-R"
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Hi

When you get it up and running we are anxiously waiting.

Thanks
Alan
  ----- Original Message -----=20
  From: Daniel Ames=20
  To: Private list for BASINS users=20
  Sent: Wednesday, June 13, 2007 9:25 AM
  Subject: Re: [basinsinfo] SWAT analog?

  =F7=C1=D3=C9=CC=C9=CA =EF=D3=C1=C4=DE=C9=CA,

  A new MapWindow/BASINS4 interface for SWAT is currently under =
development and we hope to have a beta version out for review later this =
fall. =20

  Dan

  On 6/11/07, =F7=C1=D3=C9=CC=C9=CA =EF=D3=C1=C4=DE=C9=CA =
<kubirone@gmail.com> wrote:
    Good day maillist.
    I have been just installed basin cause we need smth like SWAT, but i
    cant find it for basins3* and there is no SWAT in basins4 (at least =
i
    didnt found it), and im wondering, is there any analog for SWAT for=20
    basins?

    --
    sorry for my english
    wbr cub

    ------------------------------------------
    You are currently subscribed to the basinsinfo listserver.

    To unsubscribe, send the words unsubscribe basinsinfo to =
lyris@lists.epa.gov
    OR:
    Use the listserver's web interface at =
https://lists.epa.gov/cgi-bin/lyris.pl to manage your
    subscription.
    OR
    Contact the basinsinfo listserver owner at =
basinsinfo-Owner@lists.epa.gov
    ------------------------------------------

  --=20
  Daniel P. Ames, PhD, PE
  Dept of Geosciences
  Idaho State University
  amesdani@isu.edu
  www.hydromap.com ------------------------------------------ You are =
currently subscribed to the basinsinfo listserver. To unsubscribe, send =
the words unsubscribe basinsinfo to lyris@lists.epa.gov OR: Use the =
listserver's web interface at https://lists.epa.gov/cgi-bin/lyris.pl to =
manage your subscription. OR Contact the basinsinfo listserver owner at =
basinsinfo-Owner@lists.epa.gov =
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<!DOCTYPE HTML PUBLIC "-//W3C//DTD HTML 4.0 Transitional//EN">
<HTML><HEAD>
<META http-equiv=3DContent-Type content=3D"text/html; charset=3Dkoi8-r">
<META content=3D"MSHTML 6.00.6000.16441" name=3DGENERATOR>
<STYLE></STYLE>
</HEAD>
<BODY bgColor=3D#ffffff>
<DIV><FONT face=3DArial size=3D2>Hi</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT>&nbsp;</DIV>
<DIV><FONT face=3DArial size=3D2>When you get it up and running we are =
anxiously=20
waiting.</FONT></DIV>
<DIV><FONT face=3DArial size=3D2></FONT>&nbsp;</DIV>
<DIV><FONT face=3DArial size=3D2>Thanks</FONT></DIV>
<DIV><FONT face=3DArial size=3D2>Alan</FONT></DIV>
<BLOCKQUOTE=20
style=3D"PADDING-RIGHT: 0px; PADDING-LEFT: 5px; MARGIN-LEFT: 5px; =
BORDER-LEFT: #000000 2px solid; MARGIN-RIGHT: 0px">
  <DIV style=3D"FONT: 10pt arial">----- Original Message ----- </DIV>
  <DIV=20
  style=3D"BACKGROUND: #e4e4e4; FONT: 10pt arial; font-color: =
black"><B>From:</B>=20
  <A title=3Ddpames@gmail.com href=3D"mailto:dpames@gmail.com">Daniel =
Ames</A>=20
</DIV>
  <DIV style=3D"FONT: 10pt arial"><B>To:</B> <A =
title=3Dbasinsinfo@lists.epa.gov=20
  href=3D"mailto:basinsinfo@lists.epa.gov">Private list for BASINS =
users</A>=20
</DIV>
  <DIV style=3D"FONT: 10pt arial"><B>Sent:</B> Wednesday, June 13, 2007 =
9:25=20
  AM</DIV>
  <DIV style=3D"FONT: 10pt arial"><B>Subject:</B> Re: [basinsinfo] SWAT=20
  analog?</DIV>
  <DIV><BR></DIV><SPAN class=3Dgmail_quote><SPAN =
class=3Dgmail_sendername>=F7=C1=D3=C9=CC=C9=CA=20
  =EF=D3=C1=C4=DE=C9=CA,<BR><BR>A new MapWindow/BASINS4 interface for =
SWAT is currently under=20
  development and we hope to have a beta version out for review later =
this=20
  fall.&nbsp; <BR><BR>Dan</SPAN><B class=3Dgmail_sendername><SPAN=20
  style=3D"FONT-WEIGHT: bold"><SPAN style=3D"FONT-WEIGHT: bold"><SPAN=20
  style=3D"FONT-WEIGHT: bold"><SPAN=20
  style=3D"FONT-WEIGHT: =
bold"><BR></SPAN></SPAN></SPAN></SPAN></B></SPAN><BR>
  <DIV><SPAN class=3Dgmail_quote>On 6/11/07, <B =
class=3Dgmail_sendername>=F7=C1=D3=C9=CC=C9=CA=20
  =EF=D3=C1=C4=DE=C9=CA</B> &lt;<A =
href=3D"mailto:kubirone@gmail.com">kubirone@gmail.com</A>&gt;=20
  wrote:</SPAN>
  <BLOCKQUOTE class=3Dgmail_quote=20
  style=3D"PADDING-LEFT: 1ex; MARGIN: 0pt 0pt 0pt 0.8ex; BORDER-LEFT: =
rgb(204,204,204) 1px solid">Good=20
    day maillist.<BR>I have been just installed basin cause we need smth =
like=20
    SWAT, but i<BR>cant find it for basins3* and there is no SWAT in =
basins4 (at=20
    least i<BR>didnt found it), and im wondering, is there any analog =
for SWAT=20
    for <BR>basins?<BR><BR>--<BR>sorry for my english<BR>wbr=20
    cub<BR><BR>------------------------------------------<BR>You are =
currently=20
    subscribed to the basinsinfo listserver.<BR><BR>To unsubscribe, send =
the=20
    words unsubscribe basinsinfo to <A=20
    =
href=3D"mailto:lyris@lists.epa.gov">lyris@lists.epa.gov</A><BR>OR:<BR>Use=
 the=20
    listserver's web interface at <A=20
    =
href=3D"https://lists.epa.gov/cgi-bin/lyris.pl">https://lists.epa.gov/cgi=
-bin/lyris.pl</A>=20
    to manage your<BR>subscription.<BR>OR<BR>Contact the basinsinfo =
listserver=20
    owner at <A=20
    =
href=3D"mailto:basinsinfo-Owner@lists.epa.gov">basinsinfo-Owner@lists.epa=
.gov</A><BR>------------------------------------------<BR></BLOCKQUOTE></=
DIV><BR><BR=20
  clear=3Dall><BR>-- <BR>Daniel P. Ames, PhD, PE<BR>Dept of =
Geosciences<BR>Idaho=20
  State University<BR><A=20
  href=3D"mailto:amesdani@isu.edu">amesdani@isu.edu</A><BR><A=20
  href=3D"http://www.hydromap.com">www.hydromap.com</A>=20
  ------------------------------------------ You are currently =
subscribed to the=20
  basinsinfo listserver. To unsubscribe, send the words unsubscribe =
basinsinfo=20
  to lyris@lists.epa.gov OR: Use the listserver's web interface at=20
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Contact=20
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X-Message-Number: 29
X-lyris-Id: 157021
Date: Wed, 13 Jun 2007 16:52:13 -0600
From: "Daniel Ames" <dpames@gmail.com>
Subject: Re: SWAT analog?

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X-Message-Number: 30
X-lyris-Id: 157023
Date: Thu, 14 Jun 2007 08:27:58 +0300
From: "=?UTF-8?B?0JLQsNGB0LjQu9C40Lkg0J7RgdCw0LTRh9C40Lk=?=" 
<kubirone@gmail.com>
Subject: Re: SWAT analog?

2007/6/14, Daniel Ames <dpames@gmail.com>:
> Paul, we are integrating with SWAT 2005 so theoretically you should
> have access to the newer SWAT features.  - Dan

Is there any information whe it will be aviable?

-- 
Sorry for my English.
wbr cub

-----------------------------------------------------------

X-Message-Number: 31
X-lyris-Id: 157065
Date: Thu, 14 Jun 2007 14:44:42 -0500
From: "Andrew Fang" <fengnanfang@gmail.com>
Subject: BASINS 4 error message

I'm using the automatic delineation function.  After I pushed the
first "Run" button and the program ran for a while, the following
error message came up :

"An error occurred while fillign the grid: Attempted to read or write
protected memory. This is often an indication that other memory is
corrupt"

It seems that the grid file was processed and the burn-in was
completed. I also tried couple of things to deal with the potential
issue of access rights to network drives. But none worked. As far as I
know, I have the full rights to the local and network drives where the
BASINS 4 is installed and DEM/NHD files reside (respectively).  Any
other suggestions on how to fix it? Thanks!

Andrew Fang

-----------------------------------------------------------

X-Message-Number: 32
X-lyris-Id: 157069
Date: Thu, 14 Jun 2007 15:39:34 -0500
From: "Dean, Kirk" <Kirk.Dean@parsons.com>
Subject: RE: BASINS 4 error message

Since delineation can take a long time, and networks can have "blips"
(for lack of a more technical term), you might have better luck doing
the delineation from grid files entirely on your local drive.=20

Kirk=20

-----Original Message-----
From: Andrew Fang [mailto:fengnanfang@gmail.com]=20
Sent: Thursday, June 14, 2007 2:45 PM
To: Private list for BASINS users
Subject: [basinsinfo] BASINS 4 error message

I'm using the automatic delineation function.  After I pushed the first
"Run" button and the program ran for a while, the following error
message came up :

"An error occurred while fillign the grid: Attempted to read or write
protected memory. This is often an indication that other memory is
corrupt"

It seems that the grid file was processed and the burn-in was completed.
I also tried couple of things to deal with the potential issue of access
rights to network drives. But none worked. As far as I know, I have the
full rights to the local and network drives where the BASINS 4 is
installed and DEM/NHD files reside (respectively).  Any other
suggestions on how to fix it? Thanks!

Andrew Fang

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X-Message-Number: 33
X-lyris-Id: 157079
Date: Thu, 14 Jun 2007 15:48:19 -0700 (PDT)
From: Ana Jagui Perez Kuroki <jagui5@yahoo.com>
Subject: suspended sediment (sand) non-negligible??

--0-383602105-1181861299=:7923
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Dear all
I am having problems with my sediment simulation; I am always obtaining a 
non-negligible suspended sand concentration for all the reaches. In the BASIN 
technical notes 6, it is explained that this can be solved by "careful 
inspection and adjustment of the FTABLES"?. I already try changing all the 
parameters in the FTABLES, reach by reach, but still the same amount of 
suspended sand appears. Did any of you have had the same problem? I ll 
appreciate any help or suggestion!! 
By the way, i m  running simulations in Japan, which has very steep mountain 
relief, and i m obtaining average of shear stress values between 3 or 4lb/ft2. 
i found that to be 'normal' in steep  mountain areas, but still not sure in 
WinHSPF can appropriately simulate these conditions.
If you have any comments about this, please let me know!

  Thanks a lot
    
  jagui
 
 
---------------------------------
TV dinner still cooling?
Check out "Tonight's Picks" on Yahoo! TV.
--0-383602105-1181861299=:7923
Content-Type: text/html; charset=iso-8859-1
Content-Transfer-Encoding: 8bit

Dear all<br>I am having problems with my sediment simulation; I am always 
obtaining a non-negligible suspended sand concentration for all the reaches. In 
the BASIN technical notes 6, it is explained that this can be solved by 
"careful inspection and adjustment of the FTABLES"?. I already try changing all 
the parameters in the FTABLES, reach by reach, but still the same amount of 
suspended sand appears. Did any of you have had the same problem? I ll 
appreciate any help or suggestion!! <div class="MsoNormal"><span 
style=""><br>By the way, i m&nbsp; running simulations in Japan, which has very 
steep mountain relief, and i m obtaining average of shear stress values between 
3 or 4lb/ft2. i found that to be 'normal' in steep&nbsp; mountain areas, but 
still not sure in WinHSPF can appropriately simulate these conditions.<br>If 
you have any comments about this, please let me know!<br><br></span></div>  
<div class="MsoNormal">Thanks a lot</div>  <div class="MsoNormal"> &nbsp;</div> 
 <div class="MsoNormal">jagui</div> <p>&#32;

<hr size=1>TV dinner still cooling?<br><a 
href="http://us.rd.yahoo.com/evt=49979/*http://tv.yahoo.com/">Check out 
"Tonight's Picks"</a> on Yahoo! TV.
--0-383602105-1181861299=:7923--

-----------------------------------------------------------

X-Message-Number: 34
X-lyris-Id: 157090
Date: Fri, 15 Jun 2007 10:18:40 -0400
From: "Hagerman, James Ray" <jrhagerman@tva.gov>
Subject: RE: suspended sediment (sand) non-negligible??

This is a multi-part message in MIME format.

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If shear stresses that high are realistic, sand should be moving all the
time if sand is available.  But no sand would settle with shear that
high, so there should be no storage, and therefore no suspended sand
concentration between storm events.  How much initial bed depth (BEDDEP)
do you have?  Try setting it to zero (you will get warning messages, but
it should still run okay).  Under these circumstances, initial bed depth
is the only source of sand I can think of between storms.

=20

However, it does not seem realistic to me that shear would be that high
at base flow, even if the channel is steep, because bed form (boulders
and step-pools) would slow down velocities (unless you are dealing with
bedrock chutes).  The tricky part is to set up your FTABLES to generate
low velocity/shear at low flow and very high velocity/shear at high
flow.  I think you could do it by calculating outflow as a function of
depth using a very high Manning's n or maybe an n that varies with
depth, since at the scale of roughness can be greater than flow depth at
low flow.=20

=20

Jim Hagerman

TVA

=20

=20

=20

________________________________

From: Ana Jagui Perez Kuroki [mailto:jagui5@yahoo.com]=20
Sent: Thursday, June 14, 2007 6:48 PM
To: Private list for BASINS users
Subject: [basinsinfo] suspended sediment (sand) non-negligible??

=20

Dear all
I am having problems with my sediment simulation; I am always obtaining
a non-negligible suspended sand concentration for all the reaches. In
the BASIN technical notes 6, it is explained that this can be solved by
"careful inspection and adjustment of the FTABLES"?. I already try
changing all the parameters in the FTABLES, reach by reach, but still
the same amount of suspended sand appears. Did any of you have had the
same problem? I ll appreciate any help or suggestion!!=20

By the way, i m  running simulations in Japan, which has very steep
mountain relief, and i m obtaining average of shear stress values
between 3 or 4lb/ft2. i found that to be 'normal' in steep  mountain
areas, but still not sure in WinHSPF can appropriately simulate these
conditions.
If you have any comments about this, please let me know!

Thanks a lot

=20

jagui

 =20

________________________________

TV dinner still cooling?
Check out "Tonight's Picks"
<http://us.rd.yahoo.com/evt=3D49979/*http:/tv.yahoo.com/>  on Yahoo! TV.
------------------------------------------ You are currently subscribed
to the basinsinfo listserver. To unsubscribe, send the words unsubscribe
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<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>If shear stresses that high are =
realistic,
sand should be moving all the time if sand is available. &nbsp;But no =
sand
would settle with shear that high, so there should be no storage, and =
therefore
no suspended sand concentration between storm events. &nbsp;How much =
initial
bed depth (BEDDEP) do you have?&nbsp; Try setting it to zero (you will =
get
warning messages, but it should still run okay).&nbsp; Under these
circumstances, initial bed depth is the only source of sand I can think =
of
between storms.</span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>&nbsp;</span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>However, it does not seem realistic =
to me
that shear would be that high at base flow, even if the channel is =
steep,
because bed form (boulders and step-pools) would slow down velocities =
(unless you
are dealing with bedrock chutes).&nbsp; The tricky part is to set up =
your
FTABLES to generate low velocity/shear at low flow and very high =
velocity/shear
at high flow. &nbsp;I think you could do it by calculating outflow as a
function of depth using a very high Manning&#8217;s n or maybe an n that =
varies
with depth, since at the scale of roughness can be greater than flow =
depth at
low flow. </span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>&nbsp;</span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>Jim Hagerman</span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>TVA</span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>&nbsp;</span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>&nbsp;</span></font></p>

<p class=3DMsoNormal><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:
10.0pt;font-family:Arial;color:navy'>&nbsp;</span></font></p>

<div>

<div class=3DMsoNormal align=3Dcenter style=3D'text-align:center'><font =
size=3D3
face=3D"Times New Roman"><span style=3D'font-size:12.0pt'>

<hr size=3D2 width=3D"100%" align=3Dcenter tabindex=3D-1>

</span></font></div>

<p class=3DMsoNormal><b><font size=3D2 face=3DTahoma><span =
style=3D'font-size:10.0pt;
font-family:Tahoma;font-weight:bold'>From:</span></font></b><font =
size=3D2
face=3DTahoma><span style=3D'font-size:10.0pt;font-family:Tahoma'> Ana =
Jagui Perez
Kuroki [mailto:jagui5@yahoo.com] <br>
<b><span style=3D'font-weight:bold'>Sent:</span></b> Thursday, June 14, =
2007 6:48
PM<br>
<b><span style=3D'font-weight:bold'>To:</span></b> Private list for =
BASINS users<br>
<b><span style=3D'font-weight:bold'>Subject:</span></b> [basinsinfo] =
suspended
sediment (sand) non-negligible??</span></font></p>

</div>

<p class=3DMsoNormal><font size=3D3 face=3D"Times New Roman"><span =
style=3D'font-size:
12.0pt'>&nbsp;</span></font></p>

<p class=3DMsoNormal><font size=3D3 face=3D"Times New Roman"><span =
style=3D'font-size:
12.0pt'>Dear all<br>
I am having problems with my sediment simulation; I am always obtaining =
a
non-negligible suspended sand concentration for all the reaches. In the =
BASIN
technical notes 6, it is explained that this can be solved by =
&quot;careful
inspection and adjustment of the FTABLES&quot;?. I already try changing =
all the
parameters in the FTABLES, reach by reach, but still the same amount of
suspended sand appears. Did any of you have had the same problem? I ll
appreciate any help or suggestion!! </span></font></p>

<div>

<p class=3DMsoNormal style=3D'margin-bottom:12.0pt'><font size=3D3
face=3D"Times New Roman"><span style=3D'font-size:12.0pt'><br>
By the way, i m&nbsp; running simulations in Japan, which has very steep
mountain relief, and i m obtaining average of shear stress values =
between 3 or
4lb/ft2. i found that to be 'normal' in steep&nbsp; mountain areas, but =
still
not sure in WinHSPF can appropriately simulate these conditions.<br>
If you have any comments about this, please let me =
know!</span></font></p>

</div>

<div>

<p class=3DMsoNormal><font size=3D3 face=3D"Times New Roman"><span =
style=3D'font-size:
12.0pt'>Thanks a lot</span></font></p>

</div>

<div>

<p class=3DMsoNormal><font size=3D3 face=3D"Times New Roman"><span =
style=3D'font-size:
12.0pt'>&nbsp;</span></font></p>

</div>

<div>

<p class=3DMsoNormal><font size=3D3 face=3D"Times New Roman"><span =
style=3D'font-size:
12.0pt'>jagui</span></font></p>

</div>

<p><font size=3D3 face=3D"Times New Roman"><span =
style=3D'font-size:12.0pt'>&nbsp; </span></font></p>

<div class=3DMsoNormal align=3Dcenter style=3D'text-align:center'><font =
size=3D3
face=3D"Times New Roman"><span style=3D'font-size:12.0pt'>

<hr size=3D1 width=3D"100%" align=3Dcenter>

</span></font></div>

<p class=3DMsoNormal><font size=3D3 face=3D"Times New Roman"><span =
style=3D'font-size:
12.0pt'>TV dinner still cooling?<br>
<a =
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-----------------------------------------------------------

X-Message-Number: 35
X-lyris-Id: 157167
Date: Mon, 18 Jun 2007 10:08:13 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: HSPF PRINT-INFO settings

Hi all,

I moved on to do an extended calibration of my model with baseflow (AGWO), =
deep groundwater loss (DEEPFR) and total simulated ET following the annual =
and seasonal volume calibrations. When I go to the OUT file I see that=20
I keep on getting the " PERVIOUS LAND SEGMENT         REPORT FOR MONTH =
ENDING ...." instead of "REACH/MIXED-RESERVOIR          REPORT FOR =
PRINTOUT YEAR ENDING .....". I am not sure if I have inadvertently made =
changes to the  PERLNG/GENERAL/PRINT-INFO settings because the RCHRES/GENER=
AL PRINT-INFO settings are HYDRPR =3D 6 for all RECHRESs except the one =
with the stream gauge (used for the calibration) where I have HYDRPR=3D5 =
(for annual output); all other parameters are set to print level 4. The =
print level for all the parameters in the " PERVIOUS LAND SEGMENT         =
REPORT FOR MONTH ENDING ...."  =3D 4 (monthly output). I have even tried =
setting all of them to 6 (no print out) but I keep on getting tha same =
output int the OUT file.=20

I wonder if anyone can help.

Many thanks in advance.

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

-----------------------------------------------------------

X-Message-Number: 36
X-lyris-Id: 157194
Date: Mon, 18 Jun 2007 11:38:14 -0400 (EDT)
From: Sarawuth Naramngam <naramns@email.uc.edu>
Subject: Can Swat2000 in BASINS3.1 simulate bacteria transport?

Hi All,

SWAT2000 manual indicates that it can simulate bacteria transport, but the 
related parameters such as BACTPDB,  BACTLPDB, and BACTKDDB in fertilizer 
database are set to "non operational." So no matter what values I entered into 
these parameters and how much manure applied to the study area, the bacteria 
output always remain unchanged.   

Could anyone please advice whether or not the SWAT in BASINS3.1 can simulate 
bacteria transport from fertilization (manure)? If  it can, are there any 
additional steps to get it run properly? What I've done is adding bacteria 
number to fertilizer database and adding that fertilizer in management file.

Thank you,

Sarawuth Naramngam
Department of Geography
University of Cincinnati

-----------------------------------------------------------

X-Message-Number: 37
X-lyris-Id: 157196
Date: Mon, 18 Jun 2007 11:06:23 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: OUT file not updating

Hi all,

I just sent out a request for help regarding my print out settings. I just =
realized that in fact it is my OUT file which is updating with each model =
run. I checked the other files, ECH and HBN, they both have today's date =
and the time of the run but the OUT file has an older date.

What should I do?=20

Regards again.=20

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

-----------------------------------------------------------

X-Message-Number: 38
X-lyris-Id: 157199
Date: Mon, 18 Jun 2007 13:16:05 -0400
From: wells.david@epamail.epa.gov
Subject: Re: Can Swat2000 in BASINS3.1 simulate bacteria transport?

Sarawuth,

The version of SWAT that is in BASINS 3.1 can not simulate bacteria
transport. You are right, all the bacteria related parameters are there
and the code was developed but it does not work properly and has been
turned off.  We are working with Texas A&M, Idaho State University and
AQUA Terra to bring in a newer version of SWAT that can do this.

It is possible to model the bacteria as a simple chemical pollutant.
When you introduce it into the stream, SWAT will model simple transport
and dilution but not the more complex processes such as degradation or
regrowth.

Something that you might find of interest, some years ago we developed a
simple spreadsheet for estimating the amount of fecal coliform bacteria
from four land use types.  We used it to estimate the number of bacteria
produced by grazing animals and the amount that would run off to
streams.  This was then used as input into the HSPF model.  Take a look
at   http://www.epa.gov/waterscience/ftp/basins/system/BASINS3/bit.htm

Dave Wells
EPA Office of Water
--------------------------------------------------------------------------------
-------------------------------------

                                                                        
             Sarawuth                                                   
             Naramngam                                                  
             <naramns@email.u                                        To 
             c.edu>                   "Private list for BASINS users"   
                                      <basinsinfo@lists.epa.gov>        
             06/18/2007 11:38                                        cc 
             AM                                                         
                                                                Subject 
                                      [basinsinfo] Can Swat2000 in      
              Please respond          BASINS3.1 simulate bacteria       
                    to                transport?                        
              "Private list                                             
                for BASINS                                              
                  users"                                                
             <basinsinfo@list                                           
                s.epa.gov>                                              
                                                                        
                                                                        

Hi All,

SWAT2000 manual indicates that it can simulate bacteria transport, but
the related parameters such as BACTPDB,  BACTLPDB, and BACTKDDB in
fertilizer database are set to "non operational." So no matter what
values I entered into these parameters and how much manure applied to
the study area, the bacteria output always remain unchanged.

Could anyone please advice whether or not the SWAT in BASINS3.1 can
simulate bacteria transport from fertilization (manure)? If  it can, are
there any additional steps to get it run properly? What I've done is
adding bacteria number to fertilizer database and adding that fertilizer
in management file.

Thank you,

Sarawuth Naramngam
Department of Geography
University of Cincinnati

------------------------------------------
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X-Message-Number: 39
X-lyris-Id: 157201
Date: Mon, 18 Jun 2007 13:50:44 -0400 (EDT)
From: jferrari@al.umces.edu
Subject: PERLND/IMPLND

Hello All,

First- thanks to all who answered my previous questions.  This ListServ is
a big help!

I have an HSPF application with several PERLNDS, one of which is
"urban/suburban".  I believe when I worked through BASINS setup I was
asked % perviousness, which was default 50% for urban/suburban.

When I look at my UCI, I have both and IMPLND and an PERLND associated
with class 101 (urban/suburban)and they are assigned equal areas in the
SCHEMATIC block for each sub-watershed identified in the watershed
delineation.  This may sound like a question so basic it's embarrassing,
but is this how HSPF divvies up pervious vs. impervious portions of a
PERLND w/perviousness less than 100%?  That is, are the areas of equal
magnitude because I chose the default 50% for perviousness?  And if I want
to change that, I'm guessing I can do so directly in the UCI?  That is,
the urban/suburban is in a more "rural" area, so the proportion of that
land area may not be 50% impervious, it's probably much smaller.

Thanks!

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

-----------------------------------------------------------

X-Message-Number: 40
X-lyris-Id: 157202
Date: Mon, 18 Jun 2007 14:00:49 -0400
From: Carleton.Jim@epamail.epa.gov
Subject: Re: PERLND/IMPLND

Hello Joseph,

You are correct - choosing 50% imperviousness will give you equal PERLND
and IMPLND areas within a subbasin.  And yes, you can modify those
manually in the uci file.  Just make sure the total area remains the
same.

By the way, if you want a defensible estimate of % imperviousness in
your particular area of interest, the new 2001NLCD includes this
information as a feature, on a pixel-by-pixel basis.

                                                                        
             jferrari@al.umce                                           
             s.edu                                                      
                                                                     To 
             06/18/2007 01:50         "Private list for BASINS users"   
             PM                       <basinsinfo@lists.epa.gov>        
                                                                     cc 
                                      "Private list for BASINS users"   
              Please respond          <basinsinfo@lists.epa.gov>        
                    to                                          Subject 
              "Private list           [basinsinfo] PERLND/IMPLND        
                for BASINS                                              
                  users"                                                
             <basinsinfo@list                                           
                s.epa.gov>                                              
                                                                        
                                                                        

Hello All,

First- thanks to all who answered my previous questions.  This ListServ
is
a big help!

I have an HSPF application with several PERLNDS, one of which is
"urban/suburban".  I believe when I worked through BASINS setup I was
asked % perviousness, which was default 50% for urban/suburban.

When I look at my UCI, I have both and IMPLND and an PERLND associated
with class 101 (urban/suburban)and they are assigned equal areas in the
SCHEMATIC block for each sub-watershed identified in the watershed
delineation.  This may sound like a question so basic it's embarrassing,
but is this how HSPF divvies up pervious vs. impervious portions of a
PERLND w/perviousness less than 100%?  That is, are the areas of equal
magnitude because I chose the default 50% for perviousness?  And if I
want
to change that, I'm guessing I can do so directly in the UCI?  That is,
the urban/suburban is in a more "rural" area, so the proportion of that
land area may not be 50% impervious, it's probably much smaller.

Thanks!

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

------------------------------------------
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------------------------------------------

-----------------------------------------------------------

X-Message-Number: 41
X-lyris-Id: 157203
Date: Mon, 18 Jun 2007 14:18:25 -0400
From: Liz_Scheessele@URSCorp.com
Subject: Re: PERLND/IMPLND

--0__=0ABBF86DDFF796168f9e8a93df938690918c0ABBF86DDFF79616
Content-type: multipart/alternative; 
   Boundary="1__=0ABBF86DDFF796168f9e8a93df938690918c0ABBF86DDFF79616"

--1__=0ABBF86DDFF796168f9e8a93df938690918c0ABBF86DDFF79616
Content-type: text/plain; charset=US-ASCII
Content-transfer-encoding: quoted-printable

That is exactly right.
The PERLND/IMPLND area is based on the perviousness input in BASINS.
Depending on the size & complexity of your watershed, you can either ch=
ange
the area of each of those land segments in the UCI by identifying the R=
CH
they discharge to in the SCHEMATIC block OR sometimes I find it easier =
just
to go back to BASINS (if you have numerous individual land segments tha=
t
would be effected).

Good luck.
Liz

Liz Scheessele
Project Engineer
URS Corporation
277 Bendix Rd. Suite 500
Virginia Beach, VA 23452
757-499-4224 ext. 1266

                                                                       =
       
 This e-mail and any attachments are confidential. If you receive this =
       
 message in error or are not the intended recipient, you should not ret=
ain,   
 distribute, disclose or use any of this information and you should des=
troy   
 the e-mail and any attachments or copies.                             =
       
                                                                       =
       

                                                                       =
    
             jferrari@al.umces                                         =
    
             .edu                                                      =
    
                                                                       =
 To 
             06/18/2007 01:50          "Private list for BASINS users" =
    
             PM                        <basinsinfo@lists.epa.gov>      =
    
                                                                       =
 cc 
                                       "Private list for BASINS users" =
    
             Please respond to         <basinsinfo@lists.epa.gov>      =
    
             "Private list for                                     Subj=
ect 
               BASINS users"           [basinsinfo] PERLND/IMPLND      =
    
             <basinsinfo@lists                                         =
    
                 .epa.gov>                                             =
    
                                                                       =
    
                                                                       =
    
                                                                       =
    
                                                                       =
    

Hello All,

First- thanks to all who answered my previous questions.  This ListServ=
 is
a big help!

I have an HSPF application with several PERLNDS, one of which is
"urban/suburban".  I believe when I worked through BASINS setup I was
asked % perviousness, which was default 50% for urban/suburban.

When I look at my UCI, I have both and IMPLND and an PERLND associated
with class 101 (urban/suburban)and they are assigned equal areas in the=

SCHEMATIC block for each sub-watershed identified in the watershed
delineation.  This may sound like a question so basic it's embarrassing=
,
but is this how HSPF divvies up pervious vs. impervious portions of a
PERLND w/perviousness less than 100%?  That is, are the areas of equal
magnitude because I chose the default 50% for perviousness?  And if I w=
ant
to change that, I'm guessing I can do so directly in the UCI?  That is,=

the urban/suburban is in a more "rural" area, so the proportion of that=

land area may not be 50% impervious, it's probably much smaller.

Thanks!

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

------------------------------------------
You are currently subscribed to the basinsinfo listserver.

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=

--1__=0ABBF86DDFF796168f9e8a93df938690918c0ABBF86DDFF79616
Content-type: text/html; charset=US-ASCII
Content-Disposition: inline
Content-transfer-encoding: quoted-printable

<html><body>
<p><font size=3D"2">That is exactly right.</font><br>
<font size=3D"2">The PERLND/IMPLND area is based on the perviousness in=
put in BASINS.</font><br>
<font size=3D"2">Depending on the size &amp; complexity of your watersh=
ed, you can either change the area of each of those land segments in th=
e UCI by identifying the RCH they discharge to in the SCHEMATIC block O=
R sometimes I find it easier just to go back to BASINS (if you have num=
erous individual land segments that would be effected).</font><br>
<br>
<font size=3D"2">Good luck.</font><br>
<font size=3D"2">Liz</font><br>
<br>
<font size=3D"2">Liz Scheessele<br>
Project Engineer<br>
URS Corporation<br>
277 Bendix Rd. Suite 500<br>
Virginia Beach, VA 23452<br>
757-499-4224 ext. 1266</font><br>
<font size=3D"2"><br>
</font>
<table border=3D"0" cellspacing=3D"0" cellpadding=3D"0">
<tr valign=3D"top"><td width=3D"610" valign=3D"middle"><font size=3D"1"=
 color=3D"#4F4F4F">This e-mail and any attachments are confidential. If=
 you receive this message in error or are not the intended recipient, y=
ou should not retain, distribute, disclose or use any of this informati=
on and you should destroy the e-mail and any attachments or copies. </f=
ont></td></tr>
</table>
<font size=3D"2"><br>
<br>
</font><br>
<img src=3D"cid:10__=3D0ABBF86DDFF796168f9e8a93df93@urscorp.com" width=3D=
"16" height=3D"16" alt=3D"Inactive hide details for jferrari@al.umces.e=
du"><font size=3D"2">jferrari@al.umces.edu</font><br>
<br>
<br>

<table width=3D"100%" border=3D"0" cellspacing=3D"0" cellpadding=3D"0">=

<tr valign=3D"top"><td style=3D"background-image:url(cid:20__=3D0ABBF86=
DDFF796168f9e8a93df93@urscorp.com); background-repeat: no-repeat; " wid=
th=3D"40%">
<ul>
<ul>
<ul>
<ul><b><font size=3D"2">jferrari@al.umces.edu</font></b><font size=3D"2=
"> </font>
<p><font size=3D"2">06/18/2007 01:50 PM</font>
<table border=3D"1">
<tr valign=3D"top"><td width=3D"168" bgcolor=3D"#FFFFFF"><div align=3D"=
center"><font size=3D"2">Please respond to<br>
&quot;Private list for BASINS users&quot; &lt;basinsinfo@lists.epa.gov&=
gt;</font></div></td></tr>
</table>
</ul>
</ul>
</ul>
</ul>
</td><td width=3D"60%">
<table width=3D"100%" border=3D"0" cellspacing=3D"0" cellpadding=3D"0">=

<tr valign=3D"top"><td width=3D"1%"><img src=3D"cid:30__=3D0ABBF86DDFF7=
96168f9e8a93df93@urscorp.com" border=3D"0" height=3D"1" width=3D"58" al=
t=3D""><br>
<div align=3D"right"><font size=3D"2">To</font></div></td><td width=3D"=
100%"><img src=3D"cid:30__=3D0ABBF86DDFF796168f9e8a93df93@urscorp.com" =
border=3D"0" height=3D"1" width=3D"1" alt=3D""><br>
<font size=3D"2">&quot;Private list for BASINS users&quot; &lt;basinsin=
fo@lists.epa.gov&gt;</font></td></tr>

<tr valign=3D"top"><td width=3D"1%"><img src=3D"cid:30__=3D0ABBF86DDFF7=
96168f9e8a93df93@urscorp.com" border=3D"0" height=3D"1" width=3D"58" al=
t=3D""><br>
<div align=3D"right"><font size=3D"2">cc</font></div></td><td width=3D"=
100%"><img src=3D"cid:30__=3D0ABBF86DDFF796168f9e8a93df93@urscorp.com" =
border=3D"0" height=3D"1" width=3D"1" alt=3D""><br>
<font size=3D"2">&quot;Private list for BASINS users&quot; &lt;basinsin=
fo@lists.epa.gov&gt;</font></td></tr>

<tr valign=3D"top"><td width=3D"1%"><img src=3D"cid:30__=3D0ABBF86DDFF7=
96168f9e8a93df93@urscorp.com" border=3D"0" height=3D"1" width=3D"58" al=
t=3D""><br>
<div align=3D"right"><font size=3D"2">Subject</font></div></td><td widt=
h=3D"100%"><img src=3D"cid:30__=3D0ABBF86DDFF796168f9e8a93df93@urscorp.=
com" border=3D"0" height=3D"1" width=3D"1" alt=3D""><br>
<font size=3D"2">[basinsinfo] PERLND/IMPLND</font></td></tr>
</table>

<table border=3D"0" cellspacing=3D"0" cellpadding=3D"0">
<tr valign=3D"top"><td width=3D"58"><img src=3D"cid:30__=3D0ABBF86DDFF7=
96168f9e8a93df93@urscorp.com" border=3D"0" height=3D"1" width=3D"1" alt=
=3D""></td><td width=3D"336"><img src=3D"cid:30__=3D0ABBF86DDFF796168f9=
e8a93df93@urscorp.com" border=3D"0" height=3D"1" width=3D"1" alt=3D""><=
/td></tr>
</table>
</td></tr>
</table>
<br>
<tt><font size=3D"2">Hello All,<br>
<br>
First- thanks to all who answered my previous questions. &nbsp;This Lis=
tServ is<br>
a big help!<br>
<br>
I have an HSPF application with several PERLNDS, one of which is<br>
&quot;urban/suburban&quot;. &nbsp;I believe when I worked through BASIN=
S setup I was<br>
asked % perviousness, which was default 50% for urban/suburban.<br>
<br>
When I look at my UCI, I have both and IMPLND and an PERLND associated<=
br>
with class 101 (urban/suburban)and they are assigned equal areas in the=
<br>
SCHEMATIC block for each sub-watershed identified in the watershed<br>
delineation. &nbsp;This may sound like a question so basic it's embarra=
ssing,<br>
but is this how HSPF divvies up pervious vs. impervious portions of a<b=
r>
PERLND w/perviousness less than 100%? &nbsp;That is, are the areas of e=
qual<br>
magnitude because I chose the default 50% for perviousness? &nbsp;And i=
f I want<br>
to change that, I'm guessing I can do so directly in the UCI? &nbsp;Tha=
t is,<br>
the urban/suburban is in a more &quot;rural&quot; area, so the proporti=
on of that<br>
land area may not be 50% impervious, it's probably much smaller.<br>
<br>
Thanks!<br>
<br>
Joseph Ferrari<br>
Faculty Research Assistant<br>
UMCES Appalachian Laboratory<br>
301 Braddock Road<br>
Frostburg, MD 21532<br>
<br>
<br>
------------------------------------------<br>
You are currently subscribed to the basinsinfo listserver. <br>
<br>
To unsubscribe, send the words unsubscribe basinsinfo to lyris@lists.ep=
a.gov<br>
OR:<br>
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<a href=3D"https://lists.epa.gov/cgi-bin/lyris.pl">https://lists.epa.go=
v/cgi-bin/lyris.pl</a></font></tt><tt><font size=3D"2">&nbsp;to manage =
your <br>
subscription.<br>
OR<br>
Contact the basinsinfo listserver owner at basinsinfo-Owner@lists.epa.g=
ov<br>
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</font></tt><br>
</body></html>=

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-----------------------------------------------------------

X-Message-Number: 42
X-lyris-Id: 157205
Date: Mon, 18 Jun 2007 14:05:48 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: Re: PERLND/IMPLND

Hi Joseph,

The attributes table of your GIS landuse layer should provide information =
of how much area coverage is each of your landuse categories. In case you =
do not have that and want to use your judgement based on your knowledge of =
your study area you can assign % pervious. You may also want to look at =
some published estimated values in the literature of % pervious for =
different lanuse categories. Sorry, I cannot provide you any reference now =
as I have them at home. But as someone as just answered HSPF will =
distribute your land use areas based on percentages you assign.
Good luck.=20

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

>>> jferrari@al.umces.edu 18/06/2007 1:50 pm >>>
Hello All,

First- thanks to all who answered my previous questions.  This ListServ is
a big help!

I have an HSPF application with several PERLNDS, one of which is
"urban/suburban".  I believe when I worked through BASINS setup I was
asked % perviousness, which was default 50% for urban/suburban.

When I look at my UCI, I have both and IMPLND and an PERLND associated
with class 101 (urban/suburban)and they are assigned equal areas in the
SCHEMATIC block for each sub-watershed identified in the watershed
delineation.  This may sound like a question so basic it's embarrassing,
but is this how HSPF divvies up pervious vs. impervious portions of a
PERLND w/perviousness less than 100%?  That is, are the areas of equal
magnitude because I chose the default 50% for perviousness?  And if I want
to change that, I'm guessing I can do so directly in the UCI?  That is,
the urban/suburban is in a more "rural" area, so the proportion of that
land area may not be 50% impervious, it's probably much smaller.

Thanks!

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

------------------------------------------
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X-Message-Number: 43
X-lyris-Id: 157207
Date: Mon, 18 Jun 2007 12:19:17 -0700
From: Tony Donigian <donigian@aquaterra.com>
Subject: Re: PERLND/IMPLND

<!DOCTYPE html PUBLIC "-//W3C//DTD HTML 4.01 Transitional//EN">
<html>
<head>
  <meta content="text/html;charset=ISO-8859-1" http-equiv="Content-Type">
</head>
<body bgcolor="#ffffff" text="#000000">
Be advised that HSPF assumes all the IMPLND area is
'directly-connected' to a RCHRES - also called Effective Impervious
Area, or EIA, or sometimes DCIA for directly-connected IA.&nbsp; This is
usually much less that the Total Impervious Area (TIA) , which is what
is normally tabulated in most land use and GIS coverages. <br>
<br>
&nbsp;If you use TIA you will get much more runoff for urbanized areas, that
have significant impervious surfaces, than what would be expected.<br>
~~~~~~~~~~~~~~~~~~~~~~~~<br>
<pre class="moz-signature" cols="72">Tony Donigian
AQUA TERRA Consultants
2685 Marine Way, Suite 1314
Mountain View, CA 94043-1115
650-962-1864; fax 650-962-0706
</pre>
<br>
<br>
Sillah Kargbo wrote:
<blockquote
 
cite="midLYRIS-462334-660734-2007.06.18-14.46.58--DONIGIAN%23aquaterra.com@lists
.epa.gov"
 type="cite">
  <pre wrap="">
Hi Joseph,

The attributes table of your GIS landuse layer should provide information of 
how much area coverage is each of your landuse categories. In case you do not 
have that and want to use your judgement based on your knowledge of your study 
area you can assign % pervious. You may also want to look at some published 
estimated values in the literature of % pervious for different lanuse 
categories. Sorry, I cannot provide you any reference now as I have them at 
home. But as someone as just answered HSPF will distribute your land use areas 
based on percentages you assign.
Good luck. 

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: <a class="moz-txt-link-abbreviated" href="mailto:s.kargbo@lsrca.on.ca
">s.kargbo@lsrca.on.ca</a>

  </pre>
  <blockquote type="cite">
    <blockquote type="cite">
      <blockquote type="cite">
        <pre wrap=""><a class="moz-txt-link-abbreviated" 
href="mailto:jferrari@al.umces.edu">jferrari@al.umces.edu</a> 18/06/2007 1:50 
pm &gt;&gt;&gt;
        </pre>
      </blockquote>
    </blockquote>
  </blockquote>
  <pre wrap=""><!---->Hello All,

First- thanks to all who answered my previous questions.  This ListServ is
a big help!

I have an HSPF application with several PERLNDS, one of which is
"urban/suburban".  I believe when I worked through BASINS setup I was
asked % perviousness, which was default 50% for urban/suburban.

When I look at my UCI, I have both and IMPLND and an PERLND associated
with class 101 (urban/suburban)and they are assigned equal areas in the
SCHEMATIC block for each sub-watershed identified in the watershed
delineation.  This may sound like a question so basic it's embarrassing,
but is this how HSPF divvies up pervious vs. impervious portions of a
PERLND w/perviousness less than 100%?  That is, are the areas of equal
magnitude because I chose the default 50% for perviousness?  And if I want
to change that, I'm guessing I can do so directly in the UCI?  That is,
the urban/suburban is in a more "rural" area, so the proportion of that
land area may not be 50% impervious, it's probably much smaller.

Thanks!

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

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  </pre>
</blockquote>
</body>
</html>

-----------------------------------------------------------

X-Message-Number: 44
X-lyris-Id: 157209
Date: Mon, 18 Jun 2007 14:36:23 -0500
From: "Andrew Fang" <fengnanfang@gmail.com>
Subject: Re: BASINS 4 error message

I got the following message from Allen Richard Anselmo at MapWindow in
reponse to my posted question as quoted at the end of the message. It
solved my problem!

"... Also, if you want to try it. Go to your Basins/bin/plugins/watershed_delin
directory and make a backup copy of the mwTaudemBasinsWrapper.dll and then
replace it with the one at this link
http://svn.mapwindow.org/svnroot/MapWindow4Dev/Bin/Plugins/watershed_delin/mwTau
demBasinsWrapper.dll

then try rerunning your grid in BASINS. I realized that BASINS wasn't quite
as far behind on AWD as I thought, so it's possible that you can run this
without having to install MapWindow 4.4 ..."

On 6/14/07, Andrew Fang <fengnanfang@gmail.com> wrote:
> I'm using the automatic delineation function.  After I pushed the
> first "Run" button and the program ran for a while, the following
> error message came up :
>
> "An error occurred while fillign the grid: Attempted to read or write
> protected memory. This is often an indication that other memory is
> corrupt"
>
> It seems that the grid file was processed and the burn-in was
> completed. I also tried couple of things to deal with the potential
> issue of access rights to network drives. But none worked. As far as I
> know, I have the full rights to the local and network drives where the
> BASINS 4 is installed and DEM/NHD files reside (respectively).  Any
> other suggestions on how to fix it? Thanks!
>
> Andrew Fang
>

-----------------------------------------------------------

X-Message-Number: 45
X-lyris-Id: 157210
Date: Mon, 18 Jun 2007 15:35:36 -0400
From: Anthony D Spencer <spencera@usgs.gov>
Subject: Modeling wetlands & restored prairies in HSPF

<FONT face=3D"Default Sans Serif,Verdana,Arial,Helvetica,sans-serif" size=
=3D2><p style=3D"MARGIN: 0px">Hello folks,</p><P style=3D"MARGIN: 0px">I am=
 trying to put together a review of sources which cite HSPF parameter value=
s used in modeling wetlands &amp; restored prairies. Does anyone have any s=
uggestions of scholarly articles/books/planning commission reports which ci=
te such things? This is probably&nbsp;too picky, but it would be best if th=
ey were in Illinois/Wisconsin/general midwest. Thanks everyone!</P><P style=
=3D"MARGIN: 0px">-Tony Spencer</P></FONT>=

-----------------------------------------------------------

X-Message-Number: 46
X-lyris-Id: 157229
Date: Tue, 19 Jun 2007 01:59:09 -0400 (EDT)
From: Sarawuth Naramngam <naramns@email.uc.edu>
Subject: ArcView error "basins3.menuremove"

Hi All,

I've installed and uninstalled  BASINS a few times and just realized that I 
cannot use Arcview anymore. If I work on a BASINS project everything works 
find. However, every time I open ArcView these two errors come up: "The script 
'basins3.menuremove' could not be found" and "A nil object does not recognize 
request clone" (error in b3reportshp.extension.install at 345) and Arcview stop 
working.

I googled the errors and found that someone had already asked how to solve this 
problem in this listserv, but I cannot access that message 
(www.epa.gov/waterscience/BASINS/blistsrv/dec05.txt).

Could you please suggest how to fix this problem?

Thank you,
Sarawuth Naramngam
Department of Geography
University of Cincinnati

-----------------------------------------------------------

X-Message-Number: 47
X-lyris-Id: 157239
Date: Tue, 19 Jun 2007 11:33:09 -0400 (EDT)
From: jferrari@al.umces.edu
Subject: DEEPFR

Hi All,

Is there an "easy way" to get HSPF to provide output time series for flow
associated with DEEPFR?  Our watershed has a mine-drainage tunnel (so we
have a physical basis for setting DEEPFR > 0).  We do not have continuous
gages on this discharge, but we do have min/max estimates.  Basically I'd
like to do a "sanity check" on the flow rates associated with our chosen
values for DEEPFR.

The only way I can think of to do this would be to use TSPROC bundled with
PEST calibration software to calculate DEEPFR as Precip - ET - streamflow
(where TSPROC reads the precip and simulated ET/flow data from the WDM).

However, I'd be interested if there is an easier way (in the UCI) to have
DEEPFR flow written directly to the WDM during simulation.

Thanks!!!!

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

-----------------------------------------------------------

X-Message-Number: 48
X-lyris-Id: 157241
Date: Tue, 19 Jun 2007 10:44:42 -0500
From: "Bing Du" <bdu@tiaer.tarleton.edu>
Subject: Sharing a job opening for our modelers

This is a multi-part message in MIME format.

------_=_NextPart_001_01C7B288.C4BB776C
Content-Type: text/plain;
   charset="us-ascii"
Content-Transfer-Encoding: quoted-printable

Sharing a job opening for our modelers: Postdoctoral Fellow/Research
Associate - Watershed Modeling

(July, 2007 - August, 2008 with possible renewal) at
http://www.earthworks-jobs.com/water/guelph7021.html=20

Thanks!=20

------_=_NextPart_001_01C7B288.C4BB776C
Content-Type: text/html;
   charset="us-ascii"
Content-Transfer-Encoding: quoted-printable

<html xmlns:v=3D"urn:schemas-microsoft-com:vml" =
xmlns:o=3D"urn:schemas-microsoft-com:office:office" =
xmlns:w=3D"urn:schemas-microsoft-com:office:word" =
xmlns:x=3D"urn:schemas-microsoft-com:office:excel" =
xmlns=3D"http://www.w3.org/TR/REC-html40">

<head>
<META HTTP-EQUIV=3D"Content-Type" CONTENT=3D"text/html; =
charset=3Dus-ascii">
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<body bgcolor=3Dwhite lang=3DEN-US link=3Dblue vlink=3Dblue>

<div class=3DSection1>

<p class=3DMsoNormal style=3D'text-autospace:none'><font size=3D2 =
color=3Dnavy
face=3DArial><span =
style=3D'font-size:10.0pt;font-family:Arial;color:navy'>Sharing
a job opening for our modelers: </span></font><b><font size=3D4 =
color=3Dblack
face=3DArial><span =
style=3D'font-size:14.0pt;font-family:Arial;color:windowtext;
font-weight:bold'>Postdoctoral Fellow/Research Associate &#8211; =
Watershed
Modeling<o:p></o:p></span></font></b></p>

<p class=3DMsoNormal style=3D'text-autospace:none'><b><font size=3D2 =
color=3Dblack
face=3DArial><span =
style=3D'font-size:10.0pt;font-family:Arial;color:windowtext;
font-weight:bold'>(July, 2007 &#8211; August, 2008 with possible =
renewal) at <a
href=3D"http://www.earthworks-jobs.com/water/guelph7021.html">http://www.=
earthworks-jobs.com/water/guelph7021.html</a>
<o:p></o:p></span></font></b></p>

<div>

<p><font size=3D2 color=3Dnavy face=3DArial><span =
style=3D'font-size:10.0pt;font-family:
Arial;color:navy'>Thanks!</span></font><font color=3Dnavy><span =
style=3D'color:
navy'> <br>
<br>
</span></font><o:p></o:p></p>

</div>

</div>

</body>

</html>

------_=_NextPart_001_01C7B288.C4BB776C--

-----------------------------------------------------------

X-Message-Number: 49
X-lyris-Id: 157276
Date: Tue, 19 Jun 2007 12:24:29 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: Re: DEEPFR

Hi Joseph,

Go to WinHSPF - Input Data Editor. Click EXT TARGETS to go the external =
targets block. In the VolName open PERLND. In VolId open the PERLND for =
DSN for which you want the DEEPFR output. In Group get PWATER. In MemName =
get IGWI (inflow to inactive  (deep) GW), this the HSPF time series output =
which corresponds to DEEPFR. In the MemSub 1 and 2, MultFact enter 1. In =
Tran get AVER. In VolName get WDM1. Assign a VolId, that the DSN with =
which you will identify IGWI in GenScn. For MemName type IGWI, Qflag =3D1, =
Choose your output unit (metric, engl), next two items I suggest you AGGR =
and REPL. Repeat the above for all the PERLND HRUs you want to get output =
for IGWI.=20

Good luck.=20

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

>>> jferrari@al.umces.edu 19/06/2007 11:33 am >>>
Hi All,

Is there an "easy way" to get HSPF to provide output time series for flow
associated with DEEPFR?  Our watershed has a mine-drainage tunnel (so we
have a physical basis for setting DEEPFR > 0).  We do not have continuous
gages on this discharge, but we do have min/max estimates.  Basically I'd
like to do a "sanity check" on the flow rates associated with our chosen
values for DEEPFR.

The only way I can think of to do this would be to use TSPROC bundled with
PEST calibration software to calculate DEEPFR as Precip - ET - streamflow
(where TSPROC reads the precip and simulated ET/flow data from the WDM).

However, I'd be interested if there is an easier way (in the UCI) to have
DEEPFR flow written directly to the WDM during simulation.

Thanks!!!!

Joseph Ferrari
Faculty Research Assistant
UMCES Appalachian Laboratory
301 Braddock Road
Frostburg, MD 21532

------------------------------------------
You are currently subscribed to the basinsinfo listserver.=20

To unsubscribe, send the words unsubscribe basinsinfo to lyris@lists.epa.go=
v=20
OR:
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l to manage your=20
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X-Message-Number: 50
X-lyris-Id: 157299
Date: Wed, 20 Jun 2007 10:13:10 -0400
From: "Tom Jobes" <tjobes@sjrwmd.com>
Subject: RE: OUT file not updating

Sillah,

If your .OUT file is not updating each time you run, then your likely
problems are:

   the printout unit number in GEN-INFO is zero (possibly because
out of alignment?)
      this means it skips writing it.  Check the ECH file to
see what number is read.
   the printout unit number in GEN-INFO does not match the one in
the FILES block
      this means it's written to the file "hspfnn.out" (where
"nn" is the unit number)
      instead of the one you meant.

Also make sure the unit number is less than 100, and make sure it is
unique (not for
every operation, of course, but unused for any other purpose besides
printout).

Hope this helps...

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Sillah Kargbo [mailto:S.Kargbo@lsrca.on.ca]=20
Sent: Monday, June 18, 2007 11:06 AM
To: Private list for BASINS users
Subject: [basinsinfo] OUT file not updating

Hi all,

I just sent out a request for help regarding my print out settings. I
just realized that in fact it is my OUT file which is updating with each
model run. I checked the other files, ECH and HBN, they both have
today's date and the time of the run but the OUT file has an older date.

What should I do?=20

Regards again.=20

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority 120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

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-----------------------------------------------------------

X-Message-Number: 51
X-lyris-Id: 157347
Date: Wed, 20 Jun 2007 16:59:15 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: RE: OUT file not updating

Hi Tom,

Thanks for replying. I discovered that had mistakenly entered zero (0) =
instead of 91 in the RCHRES GEN-INFO. I corrected the mistake and it's all =
fine.

Thanks again,

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

>>> tjobes@sjrwmd.com 20/06/2007 10:13 am >>>
Sillah,

If your .OUT file is not updating each time you run, then your likely
problems are:

   the printout unit number in GEN-INFO is zero (possibly because
out of alignment?)
      this means it skips writing it.  Check the ECH file to
see what number is read.
   the printout unit number in GEN-INFO does not match the one in
the FILES block
      this means it's written to the file "hspfnn.out" (where
"nn" is the unit number)
      instead of the one you meant.

Also make sure the unit number is less than 100, and make sure it is
unique (not for
every operation, of course, but unused for any other purpose besides
printout).

Hope this helps...

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com=20
386-329-4463

-----Original Message-----
From: Sillah Kargbo [mailto:S.Kargbo@lsrca.on.ca]=20
Sent: Monday, June 18, 2007 11:06 AM
To: Private list for BASINS users
Subject: [basinsinfo] OUT file not updating

Hi all,

I just sent out a request for help regarding my print out settings. I
just realized that in fact it is my OUT file which is updating with each
model run. I checked the other files, ECH and HBN, they both have
today's date and the time of the run but the OUT file has an older date.

What should I do?=20

Regards again.=20

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority 120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca=20

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-----------------------------------------------------------

X-Message-Number: 52
X-lyris-Id: 157349
Date: Wed, 20 Jun 2007 17:06:44 -0400
From: "Tom Jobes" <tjobes@sjrwmd.com>
Subject: RE: OUT file not updating

Glad I could help :)

Good luck!

Tom Jobes
St Johns River Water Management District
tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Sillah Kargbo [mailto:S.Kargbo@lsrca.on.ca]=20
Sent: Wednesday, June 20, 2007 4:59 PM
To: Private list for BASINS users
Subject: RE: [basinsinfo] OUT file not updating

Hi Tom,

Thanks for replying. I discovered that had mistakenly entered zero (0)
instead of 91 in the RCHRES GEN-INFO. I corrected the mistake and it's
all fine.

Thanks again,

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority 120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

>>> tjobes@sjrwmd.com 20/06/2007 10:13 am >>>
Sillah,

If your .OUT file is not updating each time you run, then your likely
problems are:

   the printout unit number in GEN-INFO is zero (possibly because
out of alignment?)
      this means it skips writing it.  Check the ECH file to
see what number is read.
   the printout unit number in GEN-INFO does not match the one in
the FILES block
      this means it's written to the file "hspfnn.out" (where
"nn" is the unit number)
      instead of the one you meant.

Also make sure the unit number is less than 100, and make sure it is
unique (not for every operation, of course, but unused for any other
purpose besides printout).

Hope this helps...

Tom Jobes
St Johns River Water Management District tjobes@sjrwmd.com
386-329-4463

-----Original Message-----
From: Sillah Kargbo [mailto:S.Kargbo@lsrca.on.ca]
Sent: Monday, June 18, 2007 11:06 AM
To: Private list for BASINS users
Subject: [basinsinfo] OUT file not updating

Hi all,

I just sent out a request for help regarding my print out settings. I
just realized that in fact it is my OUT file which is updating with each
model run. I checked the other files, ECH and HBN, they both have
today's date and the time of the run but the OUT file has an older date.

What should I do?=20

Regards again.=20

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority 120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca=20

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X-Message-Number: 53
X-lyris-Id: 157350
Date: Wed, 20 Jun 2007 18:07:57 -0700
From: franczyk@pdx.edu
Subject: SWAT Soil Problem

Hello all,

I am a first time user of the SWAT model (BASINS 3.1) and I have =20
successfully completed all of the steps up to building the initial =20
watershed input values just before running the simulation. My problem =20
seems to be with the US STATSGO soils layer that I have been using. In =20
writing the initial watershed input values, instead of selecting the =20
?Write All? option in the [Input] dropdown menu, I have decided to =20
write the input files individually. The .fig (Write Configuration) =20
file ran fine, but when I came to writing the soil data file (.sol), =20
an error message came up that said:

?Not found OR098.dbf?

That particular soil type (OR098) takes up almost 50% of my watershed! =20
My land use and soil definitions process went smoothly (I used the =20
?Stmuid? soil data layer option in the themes dialog) and the HRUs =20
distribution ran fine as well. I would appreciate any advice as to =20
what the problem could be and what might be done. It seems like the =20
computer is looking in the wrong location file in order to find the =20
STATSGO dataset, but that is just a guess. Thank you for any help and =20
I hope I included enough information.

Jon

-----------------------------------------------------------

X-Message-Number: 54
X-lyris-Id: 157361
Date: Thu, 21 Jun 2007 09:58:54 -0500
From: "Brent F" <frounfelker@gmail.com>
Subject: Inconsistent Results

------=_Part_59820_15947079.1182437934588
Content-Type: text/plain; charset=ISO-8859-1; format=flowed
Content-Transfer-Encoding: 7bit
Content-Disposition: inline

I am having an issue with inconsistent results.  The issue is that I have a
work/calibrated simulation that I wish to run different land use scenarios
through; so in order to unclutter my files I recreated this simulation in a
new file and folder.  This worked  well enough with exception of the pH
outputs which are now not even remotely similar; so I checked and rechecked
the uci's against one another then finally copied the old into the
new...which still returns the "new/undesirable" result.

Any suggestions how I might fix this?

Brent Frounfelker

------=_Part_59820_15947079.1182437934588
Content-Type: text/html; charset=ISO-8859-1
Content-Transfer-Encoding: 7bit
Content-Disposition: inline

I am having an issue with inconsistent results.&nbsp; The issue is that I have 
a work/calibrated simulation that I wish to run different land use scenarios 
through; so in order to unclutter my files I recreated this simulation in a new 
file and folder.&nbsp; This worked&nbsp; well enough with exception of the pH 
outputs which are now not even remotely similar; so I checked and rechecked the 
uci&#39;s against one another then finally copied the old into the new...which 
still returns the &quot;new/undesirable&quot; result.
<br><br><br>Any suggestions how I might fix this?<br><br>Brent 
Frounfelker<br><br>

------=_Part_59820_15947079.1182437934588--

-----------------------------------------------------------

X-Message-Number: 55
X-lyris-Id: 157455
Date: Sun, 24 Jun 2007 10:18:48 -0400 (EDT)
From: Sarawuth Naramngam <naramns@email.uc.edu>
Subject: Re: SWAT Soil Problem

Hi Jon,

I don't know if you already get the answer. However, You should have Oregon 
STATSGO soil data in the following directory.

C:\BASINS\models\Swat\database\AllUs\statsgo\Or

Hope this helps,
Sarawuth

---- Original message ----
>Date: Wed, 20 Jun 2007 18:07:57 -0700
>From: franczyk@pdx.edu  
>Subject: [basinsinfo] SWAT Soil Problem  
>To: "Private list for BASINS users" <basinsinfo@lists.epa.gov>
>
>Hello all,
>
>I am a first time user of the SWAT model (BASINS 3.1) and I have  
>successfully completed all of the steps up to building the initial  
>watershed input values just before running the simulation. My problem  
>seems to be with the US STATSGO soils layer that I have been using. In  
>writing the initial watershed input values, instead of selecting the  
>?Write All? option in the [Input] dropdown menu, I have decided to  
>write the input files individually. The .fig (Write Configuration)  
>file ran fine, but when I came to writing the soil data file (.sol),  
>an error message came up that said:
>
>?Not found OR098.dbf?
>
>That particular soil type (OR098) takes up almost 50% of my watershed!  
>My land use and soil definitions process went smoothly (I used the  
>?Stmuid? soil data layer option in the themes dialog) and the HRUs  
>distribution ran fine as well. I would appreciate any advice as to  
>what the problem could be and what might be done. It seems like the  
>computer is looking in the wrong location file in order to find the  
>STATSGO dataset, but that is just a guess. Thank you for any help and  
>I hope I included enough information.
>
>Jon
>
>
>
>------------------------------------------
>You are currently subscribed to the basinsinfo listserver. 
>
>To unsubscribe, send the words unsubscribe basinsinfo to lyris@lists.epa.gov
>OR:
>Use the listserver's web interface at https://lists.epa.gov/cgi-bin/lyris.pl 
to manage your 
>subscription.
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>------------------------------------------

-----------------------------------------------------------

X-Message-Number: 56
X-lyris-Id: 157532
Date: Tue, 26 Jun 2007 13:31:11 -0700
From: franczyk@pdx.edu
Subject: Fields out of parameter ranges

Hello all, I am a first time BASINS/SWAT user (version 3.1) and I have =20
progressed through setting up my model and trying to run SWAT. So far =20
running the model has been unsuccessful. I looked at the 'Fields out =20
of Parameter Range' report and have come up with around a page and a =20
half of lines similar to these:

Ex.1: Table: Swat-Sol, Subbasin: 2, Landuse: FRSD, Soil: OR096, =20
Parameter: Sol_bd1 , Value:  0.9

Ex.2: Table: Swat-Hru, Subbasin: 1, Landuse: PAST, Soil: OR098, =20
Parameter: Slsubbsn , Value:  0.05

and

Ex.3: Table: Crop database, Crop name:  Forest-Mixed, Parameter: Rdmx =20
, Value:  3.5

I realize that I have to adjust the parameters within the [Edit =20
Input]-[Subbasins data] dropdown menues (or so I think). But for =20
example, for Ex.1, the bd1 value in the SOIL Editor window =3D 0.9 as =20
shown as the value in the example. Do I just need to lower the SOL_BD =20
value until the model will run? If that is so, is there an easy way to =20
figure out how the parameters should be set, say in one of the reports?

Thank you for the help, Jon Franczyk

-----------------------------------------------------------

X-Message-Number: 57
X-lyris-Id: 157536
Date: Wed, 27 Jun 2007 08:47:58 +0200
From: fovet@supagro.inra.fr
Subject: GIRAS landuse Files

Hello all

I am currently trying to run BASINS/HSPF, I tested Version 4. and now versi=
on
3.1. but I don't succeed in running HSPF. I think it is related to land Use
downloaded data.  I looked on metadata on the BASINS Web site and I find tw=
o
tables : one related to the shapefile identifies the "quadname" and a "LU C=
ODE"
and another which links the  land cover type (6 categories for HSPF) with a=
 code
number called "VALUE". I don't understand where is the link between the "VA=
LUE"
and "LU CODE" fields (they seem to be the same code)? Is there a look up ta=
ble
to join these attributes?
Thank you for the help

Oph=E9lie Fovet

-----------------------------------------------------------

X-Message-Number: 58
X-lyris-Id: 157537
Date: Wed, 27 Jun 2007 07:20:25 -0500
From: Partington.Ed@epamail.epa.gov
Subject: Re: GIRAS landuse Files

You do NOT need a lookup table for the GIRAS Landuse that is provided i=
n
BASINS.
The description of each landuse is found under the LEVEL2 attribute.
This description is used to identify the landuse in HSPF.
The 2 digit landuse code is under the LUCODE attribute.

           <partington.ed@epa.gov>
  EPA/OW/OST/SHPD/RSTSSB/BASINS
<http://www.epa.gov/waterscience/basins>

                                                                       =
 
             fovet@supagro.in                                          =
 
             ra.fr                                                     =
 
                                                                     To=
 
             06/27/2007 01:47         "Private list for BASINS users"  =
 
             AM                       <basinsinfo@lists.epa.gov>       =
 
                                                                     cc=
 
                                                                       =
 
              Please respond                                    Subject=
 
                    to                [basinsinfo] GIRAS landuse Files =
 
              "Private list                                            =
 
                for BASINS                                             =
 
                  users"                                               =
 
             <basinsinfo@list                                          =
 
                s.epa.gov>                                             =
 
                                                                       =
 
                                                                       =
 

Hello all

I am currently trying to run BASINS/HSPF, I tested Version 4. and now
version
3.1. but I don't succeed in running HSPF. I think it is related to land=

Use
downloaded data.  I looked on metadata on the BASINS Web site and I fin=
d
two
tables : one related to the shapefile identifies the "quadname" and a
"LU CODE"
and another which links the  land cover type (6 categories for HSPF)
with a code
number called "VALUE". I don't understand where is the link between the=

"VALUE"
and "LU CODE" fields (they seem to be the same code)? Is there a look u=
p
table
to join these attributes?
Thank you for the help

Oph=E9lie Fovet

------------------------------------------
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=

-----------------------------------------------------------

X-Message-Number: 59
X-lyris-Id: 157591
Date: Thu, 28 Jun 2007 09:05:30 +0200
From: fovet@supagro.inra.fr
Subject: landuse description

Hello all,

Thank you for the help I finally found the solution but now I would like to=
 add
more landuse categories to the list : if I am right there are only 6 landus=
e
types in BASINS-HSPF. Do you know if edition of others landcovers in the mo=
del
database is possible?

Thank you for the help,

Oph=E9lie Fovet

-----------------------------------------------------------

X-Message-Number: 60
X-lyris-Id: 157596
Date: Thu, 28 Jun 2007 08:09:20 -0400
From: Wool.Tim@epamail.epa.gov
Subject: Seats Still Available WASP Workshop

We still have a limited number of seats available for the upcoming Water
Quality Analysis Simulation Program (WASP) Workshop in Atlanta.

Water Quality Analysis Simulation Program (WASP7.2) Workshop
                      Atlanta, GA
                    July 23-27, 2007

WASP7 is an enhanced Windows version of the USEPA Water Quality
Analysis Simulation Program (WASP). WASP7 has been developed to
aid modelers in the implementation of WASP.  WASP7 has features
including a pre-processor, a rapid data processor, and a graphical
post-processor that enable the modeler to run WASP more quickly
and easily and evaluate model results both numerically and graphically.
With WASP7, model execution can be performed up to ten times faster
than the previous USEPA DOS version of WASP.  Nonetheless, WASP7 uses
the same algorithms to solve water quality problems as those used in
the DOS version of WASP.

WASP7 is used routinely throughout the United States in the development
TMDLs and waste load allocations.  The model contains algorithms for
conducting: 1) Eutrophication/Conventional Pollutants,
2) Organic Chemicals/Simple Metals, 3) Mercury, 4) Temperature,
Fecal Coliforms, Conservative Pollutants.

WASP7 contains 1) a user-friendly Windows-based interface,
2) a pre-processor to assist modelers in the processing of data into
a format that can be used in WASP, 3) high-speed WASP eutrophication
and organic chemical model processors, and 4) a graphical post-processor
for the viewing of WASP results and comparison to observed field data.

How to Register

If you are interested in attending one of these workshops please send
e-mail to Tim Wool (wool.tim@epa.gov).  There is no charge for the
workshop; attendees are responsible for their travel and lodging.
A list of local hotels will be e-mailed to you once you register.

Information for Atlanta WASP Course

The WASP Course will be held at the Atlanta Federal Center (EPA Region
4)
for information about hotels and travel arrangements visit their
webpage at: http://www.epa.gov/region4/about/visitors.html

==================================================
Tim Wool
Standards, Monitoring and TMDL Branch
US EPA Region 4
Atlanta, Georgia
404.562.9260
wool.tim@epa.gov
TMDL Tools:
www.epa.gov/athens/wwqtsc
==================================================

-----------------------------------------------------------

X-Message-Number: 61
X-lyris-Id: 157598
Date: Thu, 28 Jun 2007 09:19:56 -0400
From: "Sillah Kargbo" <S.Kargbo@lsrca.on.ca>
Subject: Re: landuse description

Hi Ophelie,
I am not sure if BASINS/HSPF has a limit to the number of landuse =
categories. I am working on a project in which I needed an intergrated =
landuse-soils layer. My model is running fine with 22 landuse categories. =
So I am sure you can increase your landuse categories.
Regards,
=20

G.A. Sillah Kargbo, PhD, P.Eng.
Water Resources Engineer, Source Protection Planning

c/o Lake Simcoe Region Conservation Authority
120 Bayview Parway
Newmarket, Ontario L3Y 3W3
Tel: (905) 895-1281 ext 309
Fax: (905) 853-5881
E-mail: s.kargbo@lsrca.on.ca

>>> fovet@supagro.inra.fr 28/06/2007 3:05 am >>>
Hello all,

Thank you for the help I finally found the solution but now I would like =
to add
more landuse categories to the list : if I am right there are only 6 =
landuse
types in BASINS-HSPF. Do you know if edition of others landcovers in the =
model
database is possible?

Thank you for the help,

Oph=E9lie Fovet

------------------------------------------
You are currently subscribed to the basinsinfo listserver.=20

To unsubscribe, send the words unsubscribe basinsinfo to lyris@lists.epa.go=
v=20
OR:
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l to manage your=20
subscription.
OR
Contact the basinsinfo listserver owner at basinsinfo-Owner@lists.epa.gov=
=20
------------------------------------------

-----------------------------------------------------------

X-Message-Number: 62
X-lyris-Id: 157658
Date: Thu, 28 Jun 2007 16:49:43 -0400
From: mcai <mcai@utk.edu>
Subject: about poin-valued time series

Dear all,

I don't have the records of cloud cover, but I have the records of water 
temperure in my watershed. So I inputted the hourly temperature in WDM file, 
and connected this temperature to RCHRES HTRCH:TW in EXT SOURCES.  When I run 
the model, following error message appears:

  ERROR/WARNING ID:   215 
The following source/target pair of time series is specified or implied in an 
entry in the ext sources, network or ext targets blocks.  However, this is 
invalid because the source is mean valued and the target is point-valued. 
Opn-ID       Grp-Name     Member-ID                                *
Source: WDM2  ,   411             WTMP      31    2   
Target: RCHRES,     1   HTRCH     TW         1    1                          *

It looks my time-series type is different from the model requirement. But I 
don't know how to convert my time series to be point-value. Do you have any 
suggestion to fix this problem?

Thanks in advance.
Mei                                                             

-----------------------------------------------------------

X-Message-Number: 63
X-lyris-Id: 157665
Date: Fri, 29 Jun 2007 10:23:52 -0400
From: mcai <mcai@utk.edu>
Subject: Cannot open WinHSPF program

Dear All,

I cannot open my WinHSPF program even though I re-installed it for two times. 
Everytime I click the program button, the status monitor window appears and 
stops at mid-way, when the information shown in the monitor window is <Opening 
Default UCI 'starter.uci'>.  Following is the log record:

10:17:05  2007/06/29  Log from WinHSPF Status Monitor
10:17:05  LogToFile C:\BASINS\Cache\Log\WinHSPF.txt
10:17:05  Msg1 Initializing WinHSPF
10:17:05  In M_SPIPH  264  424
10:17:05  BUTTOFF OUTPUT
10:17:05  BUTTOFF PAUSE
10:17:05  BUTTOFF CANCEL
10:17:05  Msg1 Initializing HspfMsg
10:17:05  Msg1 Opening Default UCI 'starter.uci'
10:17:06  In M_SPIPH  508  500
10:17:06  F90_W99OPN
10:17:06  F90_WDBFIN
10:17:06  F90_PUTOLV
10:17:06  F90_SPIPH
10:17:06  In M_SPIPH  508  500
10:17:06  F90_WDBOPN(1, C:\Basins\models\HSPF\bin\hspfmsg.wdm, 37)DBG wdmUnit 
100
10:17:06  Show
10:17:06  Hide

I don't know what happened to my program. Now I cannot do any thing since this 
program cannot open. I am really appreciated for your help.

Mei

-----------------------------------------------------------

X-Message-Number: 64
X-lyris-Id: 157668
Date: Fri, 29 Jun 2007 17:34:47 +0200
From: fovet@supagro.inra.fr
Subject: Re: Cannot open WinHSPF program

Hei Mei,

I had the same kind of problem with WinHSPF via BASINS 4.0 : errors with
'starter.uci'... I did't find the solution but I reinstall all with BASINS =
3.1
and I finally succeded in openning a project! I don't if it will help you..
Regards,

Oph=E9lie

Quoting mcai <mcai@utk.edu>:

> Dear All,
>
> I cannot open my WinHSPF program even though I re-installed it for two ti=
mes.
> Everytime I click the program button, the status monitor window appears a=
nd
> stops at mid-way, when the information shown in the monitor window is 
> <Opening
> Default UCI 'starter.uci'>.  Following is the log record:
>
> 10:17:05  2007/06/29  Log from WinHSPF Status Monitor
> 10:17:05  LogToFile C:\BASINS\Cache\Log\WinHSPF.txt
> 10:17:05  Msg1 Initializing WinHSPF
> 10:17:05  In M_SPIPH  264  424
> 10:17:05  BUTTOFF OUTPUT
> 10:17:05  BUTTOFF PAUSE
> 10:17:05  BUTTOFF CANCEL
> 10:17:05  Msg1 Initializing HspfMsg
> 10:17:05  Msg1 Opening Default UCI 'starter.uci'
> 10:17:06  In M_SPIPH  508  500
> 10:17:06  F90_W99OPN
> 10:17:06  F90_WDBFIN
> 10:17:06  F90_PUTOLV
> 10:17:06  F90_SPIPH
> 10:17:06  In M_SPIPH  508  500
> 10:17:06  F90_WDBOPN(1, C:\Basins\models\HSPF\bin\hspfmsg.wdm, 37)DBG wdm=
Unit
> 100
> 10:17:06  Show
> 10:17:06  Hide
>
> I don't know what happened to my program. Now I cannot do any thing 
> since this
> program cannot open. I am really appreciated for your help.
>
> Mei
>
>
> ------------------------------------------
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>
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X-Message-Number: 65
X-lyris-Id: 157698
Date: Fri, 29 Jun 2007 12:14:40 -0400
From: mcai <mcai@utk.edu>
Subject: RE: Cannot open WinHSPF program

Thanks, Oph?lie. I deleted the entire folder of BASINS and reinstalled BASINS 
3.1 and 4.0, but the same problem still exists. I still cannot open HSPF 
program. Do you have any other suggestion I can try to solve this problem?

Thanks a lot!
Mei

>===== Original Message From fovet@supagro.inra.fr =====
>Hei Mei,
>
>I had the same kind of problem with WinHSPF via BASINS 4.0 : errors with
>'starter.uci'... I did't find the solution but I reinstall all with BASINS 
3.1
>and I finally succeded in openning a project! I don't if it will help you..
>Regards,
>
>Oph?lie
>
>
>
>Quoting mcai <mcai@utk.edu>:
>
>> Dear All,
>>
>> I cannot open my WinHSPF program even though I re-installed it for two 
times.
>> Everytime I click the program button, the status monitor window appears and
>> stops at mid-way, when the information shown in the monitor window is
>> <Opening
>> Default UCI 'starter.uci'>.  Following is the log record:
>>
>> 10:17:05  2007/06/29  Log from WinHSPF Status Monitor
>> 10:17:05  LogToFile C:\BASINS\Cache\Log\WinHSPF.txt
>> 10:17:05  Msg1 Initializing WinHSPF
>> 10:17:05  In M_SPIPH  264  424
>> 10:17:05  BUTTOFF OUTPUT
>> 10:17:05  BUTTOFF PAUSE
>> 10:17:05  BUTTOFF CANCEL
>> 10:17:05  Msg1 Initializing HspfMsg
>> 10:17:05  Msg1 Opening Default UCI 'starter.uci'
>> 10:17:06  In M_SPIPH  508  500
>> 10:17:06  F90_W99OPN
>> 10:17:06  F90_WDBFIN
>> 10:17:06  F90_PUTOLV
>> 10:17:06  F90_SPIPH
>> 10:17:06  In M_SPIPH  508  500
>> 10:17:06  F90_WDBOPN(1, C:\Basins\models\HSPF\bin\hspfmsg.wdm, 37)DBG 
wdmUnit
>> 100
>> 10:17:06  Show
>> 10:17:06  Hide
>>
>> I don't know what happened to my program. Now I cannot do any thing
>> since this
>> program cannot open. I am really appreciated for your help.
>>
>> Mei
>>
>>
>> ------------------------------------------
>> You are currently subscribed to the basinsinfo listserver.
>>
>> To unsubscribe, send the words unsubscribe basinsinfo to 
lyris@lists.epa.gov
>> OR:
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>> subscription.
>> OR
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>> ------------------------------------------
>>
>
>
>
>
>
>------------------------------------------
>You are currently subscribed to the basinsinfo listserver.
>
>To unsubscribe, send the words unsubscribe basinsinfo to lyris@lists.epa.gov
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-----------------------------------------------------------

X-Message-Number: 66
X-lyris-Id: 157703
Date: Fri, 29 Jun 2007 16:03:28 -0400 (AST)
From: "Christian A. Villalta Calderon" <cvc6259@uprm.edu>
Subject: Calibration statistics

I am using PQUAL and IQUAL modules from HSPF to nutrients simulation in Pue=
rto Rico North Central area. In the=20
Aquaterra guidelines (Donigian et al.) the use of general calibrations and =
validations targets are mentioned. My=20
question is about what specifically is the statistic cited in the above men=
tionated reference? I have a confusion=20
about it because I don't know if it's the Percent Mean Absolute Error or th=
e Percent Mean Error listed in the Gen=20
Scenarios tool. Just in case let me know what is the mentioned statistic eq=
uation.

Thank you very much.   =20
   =20

-------------------------------------------------------------
=09Antes ahora y siempre COLEGIO
=09University of Puerto Rico at Mayaguez
=09http://www.uprm.edu
-------------------------------------------------------------

-----------------------------------------------------------

X-Message-Number: 67
X-lyris-Id: 157706
Date: Fri, 29 Jun 2007 16:34:32 -0700
From: kevinhe@ucla.edu
Subject: Hourly flow from WinHSPF

Dear everyone:

I produced hourly inputs to WinHSPF. However, I only get the daily
streamflow output. Any suggestions on how I can obtain the hourly flow
output?

Thanks!

Kevin

-----------------------------------------------------------

X-Message-Number: 68
X-lyris-Id: 157707
Date: Fri, 29 Jun 2007 22:19:46 -0500 (CDT)
From: "Kang, Sangjun" <skang8@uiuc.edu>
Subject: Re: Hourly flow from WinHSPF

You can get a hourly, even a minute-flow.
WDMUtil > click constituents you want > Time series > Change interval to hourly 
(if you want hourly) > Run simulation again. In doing so, you need to overwrite 
exiting daily output to hourly. It looks that input and output time intervals 
are managed independently. 

I hope it helps.

Sangjun

---- Original message ----
>Date: Fri, 29 Jun 2007 16:34:32 -0700
>From: kevinhe@ucla.edu  
>Subject: [basinsinfo] Hourly flow from WinHSPF  
>To: "Private list for BASINS users" <basinsinfo@lists.epa.gov>
>
>Dear everyone:
>
>I produced hourly inputs to WinHSPF. However, I only get the daily
>streamflow output. Any suggestions on how I can obtain the hourly flow
>output?
>
>Thanks!
>
>Kevin
>
>------------------------------------------
>You are currently subscribed to the basinsinfo listserver. 
>
>To unsubscribe, send the words unsubscribe basinsinfo to lyris@lists.epa.gov
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>------------------------------------------

-----------------------------------------------------------

X-Message-Number: 69
X-lyris-Id: 157709
Date: Sat, 30 Jun 2007 12:48:21 +0200
From: fovet@supagro.inra.fr
Subject: Re: Hourly flow from WinHSPF

Hei Kevin,

I believe that in the "Output Time Series" Tab (in the Edit operation 
menu) you
can specify the output you want to obtain and the time step of the output time
series. I never did it but I hope it will help you..
Regards

Ophelie

Quoting kevinhe@ucla.edu:

> Dear everyone:
>
> I produced hourly inputs to WinHSPF. However, I only get the daily
> streamflow output. Any suggestions on how I can obtain the hourly flow
> output?
>
> Thanks!
>
> Kevin
>
> ------------------------------------------
> You are currently subscribed to the basinsinfo listserver. To 
> unsubscribe, send the words unsubscribe basinsinfo to 
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> ------------------------------------------
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---

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