alea-institute/kl3m-data-sample-004-shuffled huggingface dataset:
## Breadcrumb

-  Publications 
-  Reports 

#           Sidescan sonar imagery and surficial geologic interpretation of the sea floor off Branford, Connecticut      

      July 1, 2004    

The U.S. Geological Survey (USGS), in cooperation with the National Oceanic and Atmospheric Administration (NOAA) and the Connecticut Department of Environmental Protection (CT DEP),  Figure 1 - Map of Study Areahas produced detailed geologic maps of the sea floor in Long Island Sound, a major East Coast estuary surrounded by the most densely populated region of the United States. These studies have built upon cooperative research between the USGS and the State of Connecticut that was initiated in 1982. The current phase of this research program is directed toward studies of sea-floor sediment distribution, processes that control sediment distribution, nearshore environmental concerns, and the relation of benthic community structures to the sea-floor geology.

Anthropogenic wastes, toxic chemicals, and changes in land-use patterns resulting from residential, commercial, and recreational development have stressed the environment of the Sound, causing degradation and potential loss of benthic habitats (Koppelman and others, 1976; Long Island Sound Study, 1994). Detailed maps of the sea floor are needed to help evaluate the extent of adverse impacts and to help wisely manage resources in the future. Therefore, in a continuing effort to better understand Long Island Sound, we are constructing and interpreting sidescan sonar mosaics (complete-coverage acoustic images of the sea floor) within specific areas of special interest (Poppe and Polloni, 1998). The mosaic presented herein, which was produced during survey H11043 by NOAA 's Atlantic Hydrographic Branch, covers approximately 41.1 km2 of the sea floor in north-central Long Island Sound off Branford, Connecticut.

Shell bed provides shelter for juvenille skate.The mosaic and its interpretation serve many purposes, including: (1) defining the geological variability of the sea floor, which is one of the primary controls of benthic habitat diversity; (2) improving our understanding of the processes that control the distribution and transport of bottom sediments and the distribution of benthic habitats and associated infaunal community structures; and (3) providing a detailed framework for future research, monitoring, and management activities. The sidescan sonar mosaic also serves as a base map for subsequent sedimentological, geochemical, and biological observations, because precise information on environmental setting is important for selection of sampling sites and for appropriate interpretation of point measurements.

## Citation Information

### Study Area

### Contact

####               Coastal and Marine Hazards and Resources Program          

12201 Sunrise Valley DrReston, VA20192United States

### Explore Search

                  - United States
                  - Connecticut

View All **
HYSPLIT - Hybrid Single Particle Lagrangian Integrated Trajectory Model

The HYSPLIT model can be run interactively on the READY web site or installed on a PC (Mac) and run using a graphical user

interface (GUI).

Got a question about HYSPLIT? Ask your question through the HYSPLIT Forum.

HYSPLIT-WEB (Internet-based)

Run HYSPLIT Trajectory Model

Run HYSPLIT Dispersion Model (includes volcanic ash)

HYSPLIT for Volcanic Ash

Spain HYSPLIT

HYSPLIT for NWS Forecast Offices (NOAA employees only - you will leave the ARL web site)

PC Windows-based HYSPLIT

Download Public (unregistered) Version

Download Registered Version (registration required)

Graphical Utilities

Meteorological Data Conversion Utilities

Apple-based HYSPLIT

Download Registered Version

HYSPLIT-compatible Meteorological Data

NOAA ARL Archived Data

NOAA NCEP Forecast Data Operational NOMADS Server

NOAA ARL Forecast Data FTP Server

Arctic Region Supercomputing Center (ARSC) HRRR Forecast Data

Model Details

University of Alaska Fairbanks GDAS Archive FTP server

Email Version

Email Trajectories

Modules

Chemical Conversion

User Contributions

TrajStat a GIS Trajectory Analysis Tool

MeteoInfo a GIS Meteorology-Dispersion Model Analysis Tool

The Openair Project

Documentation

HYSPLIT Model Overview

Example HYSPLIT Products

HYSPLIT User's Guide (PDF, 2.1 MB) or (zipped HTML file ~1.9MB)

Description of the HYSPLIT_4 Modeling System (PDF, 182 KB)

Research Papers Referencing HYSPLIT

Publications

Air Resources Laboratory - HYSPLIT - Hybrid Single Particle Lagrangia... http://ready.arl.noaa.gov/HYSPLIT.php

1 of 2 9/16/2015 10:35 AM
Modified: June 11, 2015

US Dept. of Commerce | NOAA | NOAA Research | 

ARL

Privacy | Disclaimer | Information Quality

Accessibility | webmaster

Web Pages Referencing HYSPLIT

Verification Results using the DATEM archive

On-Line Training/Presentations

PC HYSPLIT Tutorial

Configuring HYSPLIT for Radionuclide Applications

PowerPoint with notes (~9.3 Mb; Microsoft PowerPoint Viewer )

PDF with no animation or notes (~3.8 Mb)

HYSPLIT Applications for Emergency Decision Support (COMET)

Dispersion Basics (COMET)

HYSPLIT Training Workshops

HYSPLIT Forum

Air Resources Laboratory - HYSPLIT - Hybrid Single Particle Lagrangia... http://ready.arl.noaa.gov/HYSPLIT.php

2 of 2 9/16/2015 10:35 AM
## Breadcrumb

-  Publications 
-  Articles 

#           Public acceptability of development in the Northern Forest of Vermont, USA – the influence of wildlife information, recreation involvement, and demographic characteristics      

      December 17, 2018    

Increasing development such as roads and houses will alter future landscapes and result in biological, social, and economic trade-offs. Managing development requires information on the public’s acceptability of development and understanding which factors shape acceptability. In this study, we examined three questions: 1) What is the public’s acceptability of development? 2) Is acceptability of development influenced by wildlife information? and 3) Is the maximum amount of acceptable development influenced by views about wildlife, involvement in outdoor recreation, and demographic factors? We conducted a visual-preference survey of 9,000 households in Vermont, USA that asked about acceptable levels of development, acceptability of wildlife, involvement in recreation, and individual and town demographics. The survey response rate was 44%. Maximum acceptable condition (MAC) for development was 41 houses/km2 and not meaningfully influenced by broader consequences of development on seven common wildlife species. MAC was influenced by views on individual species, including bear and coyote, but not by other species such as deer, fox, and bobcat. Respondents with a positive attitude toward bear favored less development, whereas the opposite relationship existed for coyote. Similarly, MAC was negatively influenced by involvement in birding and hunting, but not by other common recreational activities. Among demographic factors, respondents that were younger and not born in Vermont were more accepting of development. Population density also positively influenced development acceptability. Results provide measures of the public’s acceptability of development that can help guide decision-making about development, wildlife, and recreation management.

## Citation Information

## Related Content

                  -              Connect           

#### Terri Donovan, PhD

##### Research Wildlife Biologist

Cooperative Research Units

tdonovan@usgs.gov

802-656-2516

## Related Content

#### Terri Donovan, PhD

##### Research Wildlife Biologist

Cooperative Research Units

tdonovan@usgs.gov

802-656-2516

### Study Area

### Contact

####               Cooperative Research Units Program          

12201 Sunrise Valley DrReston, VA20192United States

(703) 648 - 4260

(703) 648 - 4269

### Explore Search

                  - United States
                  - Vermont

View All **
This section of the FEDERAL REGISTER

contains editorial corrections of previously

published Presidential, Rule, Proposed Rule,

and Notice documents. These corrections are

prepared by the Office of the Federal

Register. Agency prepared corrections are

issued as signed documents and appear in

the appropriate document categories

elsewhere in the issue.

Corrections Federal Register

41323

Vol. 63, No. 148

Monday, August 3, 1998

DEPARTMENT OF AGRICULTURE

Agricultural Marketing Service

7 CFR Part 997

[Docket Nos. FV97-997-1 FIR and FV97-998-

1-FIR]

Peanuts Marketed in the United States;

Relaxation of Handling Regulations

Correction

In rule document 98–16259 beginning

on page 33237, in the issue of Thursday,

June 18, 1998, make the following

correction:

On page 33243, in the table, under the

heading ‘‘Sound split and broken

kernels’’, in the first line ‘‘300 %’’

should read ‘‘3.00 %’’.

BILLING CODE 1505-01-D

DEPARTMENT OF COMMERCE

Bureau of Export Administration

15 CFR Part 744

[Docket No. 970428099–8185–06]

RIN 0694–AB60

Additions to Entity List: Russian

Entities

Correction

In rule document 98–20272,

beginning on page 40363, in the issue of

Wednesday, July 29, 1998, make the

following correction.

§ 744.10 [Corrected]

On page 40364, in the third column,

in § 744.10, under Supplement No. 4, in

the 11th line, ‘‘Garfit’’ should read

‘‘Grafit’’.

BILLING CODE 1505-01-D

DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

14 CFR Part 71

[Airspace Docket No. 98–ASW–42]

Revision of Class E Airspace; Dallas–

Fort Worth, TX

Correction

In rule document 98–19421,

beginning on page 39233, in the issue of

Wednesday, July 22, 1998, make the

following corrections.

§ 71.1 [Corrected]

1. On page 39234, in the the second

column, under ASW TX E5 Dallas–Fort

Worth, TX [Revised], in the 21st line,

‘‘Celburne’’ should read ‘‘Cleburne’’.

2. On the same page in the third

column, in the ninth line, ‘‘each’’

should read ‘‘east’’.

3. On the same page in the same

column, in the 33rd line, ‘‘bering’’

should read ‘‘bearing’’.

BILLING CODE 1505-01-D

DEPARTMENT OF TRANSPORTATION

Federal Aviation Administration

14 CFR Part 71

[Airspace Docket No. 98-AGL-29]

Establishment of Class E Airspace;

Beaver Dam, WI

Correction

In rule document 98–19851,

beginning on page 39707 in the issue of

Friday July 24, 1998, make the following

correction.

71.1 [Corrected]

On page 39708, in the first column,

under AGL WI E5 Beaver Dam, WI

[New] the coordinates should read:

(lat. 43° 26′ 45′′N., long. 88° 48′ 36′′W.)

BILLING CODE 1505-01-D
## Breadcrumb

-  Publications 
-  Articles 

#           Very low frequency earthquakes in between the seismogenic and tremor zones in Cascadia?      

      March 8, 2022    

Megathrust earthquakes and their associated tsunamis cause some of the worst natural disasters. In addition to earthquakes, a wide range of slip behaviors are present at subduction zones, including slow earthquakes that span multiple orders of spatial and temporal scales. Understanding these events may shed light on the stress or strength conditions of the megathrust fault. Out of all types of slow earthquakes, very low frequency earthquakes (VLFEs) are most enigmatic because they are difficult to detect reliably, and the physical nature of VLFEs are poorly understood. Here we show three VLFEs in Cascadia that were dynamically triggered by a 2009 Mw 6.9 Canal de Ballenas earthquake in the Gulf of California. The VLFEs likely locate in between the seismogenic zone and the Cascadia episodic tremor and slip (ETS) zone, including one event with a moment magnitude of 5.7. This is the largest VLFE reported to date, causing clear geodetic signals. Our results show that the Cascadia megathrust fault might slip rapidly at some spots in this gap zone, and such a permissible slip behavior has direct seismic hazard implications for coastal communities and perhaps further inland. Further, the observed seismic sources may represent a new class of slip events, whose characteristics do not fit current understandings of slow or regular earthquakes.

## Citation Information

## Related Content

                  -              Connect           

#### Andrew J Barbour, Ph.D.

##### Research Geophysicist

Earthquake Hazards Program

abarbour@usgs.gov

650-439-2803

#### Jeffrey Joseph McGuire

##### Research Geophysicist

Earthquake Hazards Program

jmcguire@usgs.gov

650-329-5153

#### Elizabeth S Cochran

##### Res. Geophysicist

Earthquake Hazards Program

ecochran@usgs.gov

626-583-7238

## Related Content

#### Andrew J Barbour, Ph.D.

##### Research Geophysicist

Earthquake Hazards Program

abarbour@usgs.gov

650-439-2803

#### Jeffrey Joseph McGuire

##### Research Geophysicist

Earthquake Hazards Program

jmcguire@usgs.gov

650-329-5153

#### Elizabeth S Cochran

##### Res. Geophysicist

Earthquake Hazards Program

ecochran@usgs.gov

626-583-7238

### Study Area

### Contact

####               Earthquake Science Center          

350 N. Akron RoadMoffett Field, CA94035United States

### Explore Search

                  - United States
                  - Oregon
                  -  Washington

View All **
EXHIBIT
      32.1





**CERTIFICATION
      PURSUANT TO**


**18
      U.S.C. SECTION 1350,**


**AS
      ADOPTED PURSUANT TO**


**SECTION
      906 OF THE SARBANES-OXLEY ACT OF 2002**





In
      connection with the Annual Report of SehngdaTech, Inc. (the “Company”) on Form
      10-K for the period ending December 31, 2007, as filed with the Securities
      and
      Exchange Commission on the date hereof (the “Report”), I, Xiangzhi Chen, Chief
      Executive Officer of the Company, hereby certify, pursuant to 18 U.S.C. §
1350, as adopted pursuant to § 906 of the Sarbanes-Oxley Act of 2002, that, to
      the best of his knowledge, based upon a review of the Report:





(1)
      The
      Report fully complies with the requirements of Section 13(a) or 15(d) of the
      Securities Exchange Act of 1934; and





(2)
      The
      information contained in the Report fairly presents, in all material respects,
      the financial condition and results of operation of the Company.




*/s/
                Xiangzhi
                Chen*Xiangzhi
                Chen*President,
                Chief Executive Officer and*
              *Chairman
                of the Board of Directors*
              *(Principle
                Executive Officer)*




Dated:
      March 17, 2008





A
      signed
      original of this written statement required by Section 906 has been provided
      to
      ShengdaTech, Inc. and will be retained by ShengdaTech, Inc. and furnished to
      the
      Securities and Exchange Commission or its staff upon request.
Our Case #: 20-000157-MFR\19-26326-MAM\BOA

IN THE UNITED STATES BANKRUPTCY COURT

FOR THE SOUTHERN DISTRICT OF FLORIDA

WEST PALM BEACH DIVISION

IN RE: CHAPTER 7

HERBERT ARTURO MOLINA

ANA BERTHA RIVERA-MOLINA AKA ANA 

BERTHA RIVERA

 DEBTORS

______________________________________/

CASE No. 19-26326-MAM

NOTICE OF APPEARANCE

April Hosford Stone of Tromberg Law Group, LLC. files this appearance as attorney for 

Bank of America, N.A. in connection with 13248 SE 26TH LANE, OKEECHOBEE, FL 34974-

0000, loan number XXXXX1510, in the above-captioned proceeding, requests that all matters which 

must be noticed to creditors, any creditor's committees, and any other parties-in interest pursuant to 

Fed. R. Bankr. P. 2002, whether sent by the Court, the Debtor, or any other party in the case, be sent 

to the undersigned; and pursuant to Fed.R. Bankr. P 2002(g), request that the following be added to 

the Court's master mailing list.

BY: 

Tromberg Law Group, LLC.

/s/ April Hosford Stone

Attorney for Secured Creditor

1515 South Federal Highway, Suite 100

Boca Raton, FL 33432

Telephone #: 561-338-4101

Fax #: 561-338-4077

FBN 0091388

ecf@tromberglawgroup.com

astone@tromberglawgroup.com

Case 19-26326-MAM Doc 18 Filed 02/05/20 Page 1 of 3
Our Case #: 20-000157-MFR\19-26326-MAM\BOA

CERTIFICATE OF SERVICE

I HEREBY CERTIFY that on February 5, 2020, I electronically filed the foregoing with the 

Clerk of the court by using the CM/ECF system, which will send a notice of electronic filing to all 

CM/ECF participants listed below:

Joe M. Grant, Esq.

197 S. Federal Hwy #200 

Boca Raton, FL 33432

jgrant@marshallgrant.com

U.S. Trustee Southern District of Florida

Office of the US Trustee

51 S.W. 1st Ave., Suite 1204

Miami, FL 33130

USTPRegion21.MM.ECF@usdoj.gov

Michael R Bakst

P. O. Box 407

West Palm Beach, FL 33402

and on February 5, 2020, a true and correct copy was mailed to the non-CM/ECF participants listed 

below:

Herbert Arturo Molina

10 Via Casa Sur Apt. #105

Boynton Beach, FL 33426

Ana Bertha Rivera-Molina aka Ana Bertha Rivera

10 Via Casa Sur Apt. #105

Boynton Beach, FL 33426

Case 19-26326-MAM Doc 18 Filed 02/05/20 Page 2 of 3
Our Case #: 20-000157-MFR\19-26326-MAM\BOA

I HEREBY CERTIFY that I am admitted to the Bar of the United States District Court for the 

Southern District of Florida and I am in compliance with the additional qualifications to practice in 

this Court set forth in Local Rule 2090-1(A).

Tromberg Law Group, LLC.

BY: /s/ April Hosford Stone

Attorney for Secured Creditor

1515 South Federal Highway, Suite 100

Boca Raton, FL 33432

Telephone #: 561-338-4101

Fax #: 561-338-4077

FBN 0091388

ecf@tromberglawgroup.com

astone@tromberglawgroup.com

Case 19-26326-MAM Doc 18 Filed 02/05/20 Page 3 of 3
Uziel BORRAS, Appellant/Petitioner(s), v. WILMINGTON SAVINGS FUND SOCIETY, F S B, as Trustee, et al., Appellee/Respondent(s).

CASE NO.: 2D17-3255

District Court of Appeal of Florida, Second District.

October 27, 2017

**DECISION WITHOUT PUBLISHED OPINION**

Granted. Dismissed.
Exhibit 32.1



CERTIFICATION

PURSUANT TO 18 U.S.C. SECTION 1350,

AS ADOPTED PURSUANT TO SECTION 906 OF
THE SARBANES-OXLEY ACT OF 2002



In connection with this Form 10-K/A report
of Kingold Jewelry, Inc. for the period ended December 31, 2017 as filed with the Securities and Exchange Commission on the date
hereof and pursuant to 18 U.S.C. 1350 as adopted pursuant to Section 906 of the Sarbanes-Oxley Act of 2002, I, Zhihong Jia, certify
that:



(1)         This
report containing the financial statements fully complies with the requirements of section 13(a) or 15(d) of the Securities Exchange
Act of 1934; and



(2)         The
information contained in the this period report fairly presents, in all material respects, the financial condition and results
of operations of Kingold Jewelry, Inc.



|Date:   March 26, 2018 | /s/ Zhihong Jia                                      
|---------------------- | -----------------------------------------------------
|                       | Zhihong Jia                                          
|                       | Chief Executive Officer (Principal Executive Officer)
Case 20-19827-RAM Doc 61 Filed 01/28/21 Page 1 of 3
Case 20-19827-RAM Doc 61 Filed 01/28/21 Page 2 of 3
Case 20-19827-RAM Doc 61 Filed 01/28/21 Page 3 of 3
## Breadcrumb

-  Publications 
-  Reports 

#           Simulation of flood hydrographs for Georgia streams      

      January 1, 1987    

View Document

Flood hydrographs are needed for the design of many highway drainage structures and embankments. A method for simulating these flood hydrographs at ungaged sites in Georgia is presented in this report. 

The O'Donnell method was used to compute unit hydrographs and lagtimes for 355 floods at 80 gaging stations. An average unit hydrograph and an average lagtime were computed for each station. These average unit hydrographs were transformed to unit hydrographs having durations of one-fourth, one-third, one-half, and three-fourths lagtime, then reduced to dimensionless terms by dividing the time by lagtime and the discharge by peak discharge. Hydrographs were simulated for these 355 floods and their widths were compared with the widths of the observed hydrographs at 50 and 75 percent of peak flow. The dimensionless hydrograph based on one-half lagtime duration provided the best fit of the observed data. 

Multiple regression analysis was then used to define relations between lagtime and certain physical basin characteristics; of these characteristics, drainage area and slope were found to be significant for the rural-stream equations and drainage area, slope, and impervious area were found to be significant for the Atlanta urban-stream equation. 

A hydrograph can be simulated from the dimensionless hydrograph, the peak discharge of a specific recurrence interval, and the lagtime obtained from regression equations for any site in Georgia having a drainage area of less than 500 square miles. 

For simulating hydrographs at sites having basins larger than 500 square miles, the U.S. Geological Survey computer model CONROUT can be used. This model routes streamflow from an upstream channel location to a user-defined location downstream. The product of CONROUT is a simulated discharge hydrograph for the downstream site that has a peak discharge of a specific recurrence interval.

## Citation Information

### Study Area

### Contact

####             Water Resources Mission Area - Headquarters        

USGS Headquarters12201 Sunrise Valley DriveReston, VA20192United States

### Explore Search

                  - United States
                  - Georgia

View All **
[Federal Register Volume 62, Number 115 (Monday, June 16, 1997)]
[Corrections]
[Page 32682]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: X97-30616]


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

NUCLEAR REGULATORY COMMISSION

10 CFR Parts 170 and 171

RIN 3150-AF 55


Revision of Fee Schedules; 100% Fee Recovery, FY 1997

Correction

    In rule document 97-13777, beginning on page 29194, in the issue of 
Thursday, May 29, 1997 make the following corrections:
    (1) On page 29201, in ``Table I -- Calculation of the Percentage 
Change to the FY 1996 Annual Fees'', under the heading ``FY96'', the 
sixth entry ``\1\6.01'' should read ``\1\6.0''.
    (2) On page 29216, in ``Schedule of Materials Annual Fees and Fees 
for Government Agencies Licensed by NRC'', under the heading ``Annual 
fees'', the ninth entry ``\6\283,000'' should read ``283,000''.
BILLING CODE 1505-01-D