Event 3 stream conditions:

Station WQBC02

Date 12/2/2001

Time 13:13

Left Bank (ft) 4

Right Bank (ft) 2

Width (ft) = 2

Mean Depth (ft) = 1.4

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0 1.5 0.09 0.25 0.38 0.03

2 0.5 1.5 0.14 0.5 0.75 0.11

3 1 1.5 0.1 0.5 0.75 0.08

4 1.5 1.4 0.01 0.5 0.70 0.01

5 2 1.1 0.01 0.25 0.28 0.00

Total Q (cfs) 0.22

Total Area (ft2) 2.9

Average Velocity 0.08

Event 3 stream conditions:

Station WQBC04

Date 12/3/2001

Time 12:50

Left Bank (ft) 3.5

Right Bank (ft) 16

Width (ft) = 12.5

Mean Depth (ft) = 0.6

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0.5 0.2 0.01 0.5 0.1 0.00

2 1.5 0.1 0.01 1 0.1 0.00

3 2.5 0.4 0.01 1 0.4 0.00

4 3.5 0.7 0.01 1 0.7 0.01

5 4.5 0.7 0.01 1 0.7 0.01

6 5.5 0.9 0.01 1 0.9 0.01

7 6.5 1.1 0.45 1 1.1 0.50

8 7.5 0.8 0.2 1 0.8 0.16

9 8.5 0.6 0.07 1 0.6 0.04

10 9.5 0.7 0.09 1 0.7 0.06

11 10.5 0.6 0.05 1 0.6 0.03

12 11.5 0.6 0.06 1 0.6 0.04

13 12.5 0.3 0.01 0.5 0.15 0.00

Total Q (cfs) 0.86

Total Area (ft2) 7.5

Average Velocity 0.11

Clear Flow. Flow under weir.

Frozen top, marshy.
Event 3 stream conditions:

Station WQSC01

Date 12/3/2001

Time 14:50

Left Bank (ft) 10.6

Right Bank (ft) 12.6

Width (ft) = 2

Mean Depth (ft) = 0.1

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0 0.01 0.01 0.25 0.0025 0.00

2 0.5 0.01 0.01 0.5 0.005 0.00

3 1 0.2 0.01 0.5 0.1 0.00

4 1.5 0.2 0.24 0.5 0.1 0.02

5 2 0 0.01 0.25 0 0.00

Total Q (cfs) 0.03

Total Area (ft2) 0.2

Average Velocity 0.12

Event 3 stream conditions:

Station WQTCO1

Date 11/30/2001

Time 14:45

Left Bank (ft) 13.5

Right Bank (ft) 3.5

Width (ft) = 10

Mean Depth (ft) = 0.3

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0.5 0.3 0.25 0.5 0.15 0.04

2 1.5 0.3 0.18 1 0.3 0.05

3 2.5 0.3 0.14 1 0.3 0.04

4 3.5 0.3 0.11 1 0.3 0.03

5 4.5 0.3 0.15 1 0.3 0.05

6 5.5 0.3 0.11 1 0.3 0.03

7 6.5 0.3 0.04 1 0.3 0.01

8 7.5 0.3 0.21 1 0.3 0.06

9 8.5 0.3 0.2 1 0.3 0.06

10 9.5 0.3 0.15 0.5 0.15 0.02

Total Q (cfs) 0.40

Total Area (ft2) 2.7

Average Velocity 0.15

Water is flowing - too shallow to get any readings.

Very muddy. A lot of sediment in channel.
Event 3 stream conditions:

Station WQTC02

Date 11/30/2001

Time 14:30

Left Bank (ft) 9.8

Right Bank (ft) 6

Width (ft) = 3.8

Mean Depth (ft) = 0.2

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0.25 0.1 0.01 0.25 0.03 0.00

2 0.75 0.15 0.01 0.5 0.08 0.00

3 1.25 0.35 0.97 0.5 0.18 0.17

4 1.75 0.4 0.93 0.5 0.20 0.19

5 2.25 0.35 0.25 0.5 0.18 0.04

6 2.75 0.25 0.01 0.5 0.13 0.00

7 3.25 0.1 0.01 0.25 0.03 0.00

Total Q (cfs) 0.40

Total Area (ft2) 0.80

Average Velocity 0.50

Event 3 stream conditions:

Station WQTC03

Date 11/30/2001

Time 15:25

Left Bank (ft) 11

Right Bank (ft) 2.6

Width (ft) = 8.4

Mean Depth (ft) = 0.3

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0.7 0.4 0.15 0.55 0.22 0.03

2 1.8 0.4 0.05 0.7 0.28 0.01

3 2.1 0.45 0.07 0.85 0.38 0.03

4 3.5 0.6 0.01 1.4 0.84 0.01

5 4.9 0.5 0.03 1.4 0.70 0.02

6 6.3 0.4 0.25 0.7 0.28 0.07

Total Q (cfs) 0.2

Total Area (ft2) 2.7

Average Velocity 0.06

Depths with no velocity reading indicate that the 

depth was too shallow for the flow meter.

Muddy

From last measurment to Left Bank was all Ice
Event 3 stream conditions:

Station WQTC04

Date 11/30/2001

Time 16:27

Left Bank (ft) 11

Right Bank (ft) 2

Width (ft) = 9

Mean Depth (ft) = 1.4

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0.5 0.7 0.01 0.5 0.35 0.00

2 1.5 1.1 0.01 1 1.1 0.01

3 2.5 1.9 0.01 1 1.9 0.02

4 3.5 2 0.01 1 2 0.02

5 4.5 2.1 0.04 1 2.1 0.08

6 5.5 1.9 0.11 1 1.9 0.21

7 6.5 1.9 0.03 1 1.9 0.06

8 7.5 1.2 0.01 1 1.2 0.01

9 8.5 0.35 0.02 0.5 0.175 0.00

Total Q (cfs) 0.4

Total Area (ft2) 12.6

Average Velocity 0.03

Event 3 stream conditions:

Station WQTC05

Date 11/30/2001

Time 15:40

Left Bank (ft) 2

Right Bank (ft) 11

Width (ft) = 9

Mean Depth (ft) = 0.16

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0.5 0.25 0.01 0.5 0.125 0.00

2 1.5 0.2 0.01 1 0.2 0.00

3 2.5 0.15 0.01 1 0.15 0.00

4 3.5 0.2 0.01 1 0.2 0.00

5 4.5 0.2 0.04 1 0.2 0.01

6 5.5 0.15 0.01 1 0.15 0.00

7 6.5 0.15 0.03 1 0.15 0.00

8 7.5 0.2 0.13 1 0.2 0.03

9 8.5 0.1 0.01 0.5 0.05 0.00

Total Q (cfs) 0.05

Total Area (ft2) 1.4

Average Velocity 0.03

Approximately 4 inches of ice covering creek.

Layer of ice on bottom of channel. Ponding. 

Very little flow. A lot of debris and weeds
Event 3 stream conditions:

Station WQTC06

Date 12/2/2001

Time 14:33

Left Bank (ft) 1.8

Right Bank (ft) 10.6

Width (ft) = 8.8

Mean Depth (ft) = 0.22

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 0 0.15 0.01 0.5 0.075 0.00

2 1 0.1 0.01 1 0.1 0.00

3 2 0.2 0.11 1 0.2 0.02

4 3 0.3 0.14 1 0.3 0.04

5 4 0.2 0.16 1 0.2 0.03

6 5 0.25 0.11 1 0.25 0.03

7 6 0.3 0.2 1 0.3 0.06

8 7 0.4 0.19 1 0.4 0.08

9 8 0.3 0.18 0.5 0.15 0.03

Total Q (cfs) 0.3

Total Area (ft2) 2.0

Average Velocity 0.15

Event 3 stream conditions:

Station WQTC07

Date 12/2/2001

Time 15:10

Left Bank (ft) 1.1

Right Bank (ft) 10

Width (ft) = 8.9

Mean Depth (ft) = 0.11

Measurement #

Distance, y 

(ft)

Depth, z 

(ft) Velocity at 0.6y (ft/s)

Width, w 

(ft) Area, A = w*z (ft^2)

Discharge, 

Q = V*A 

(cfs)

1 2 0.2 0.37 0.5 0.1 0.04

2 3 0.15 0.23 1 0.15 0.03

3 4 0.2 0.24 1 0.2 0.05

4 5 0.15 0.11 1 0.15 0.02

5 6 0.2 0.16 1 0.2 0.03

6 7 0.05 0.23 1 0.05 0.01

7 8 0 0 1 0 0.00

8 9 0.05 0.18 1 0.05 0.01

9 10 0.15 0.28 0.5 0.075 0.02

Total Q (cfs) 0.2

Total Area (ft2) 1.0

Average Velocity 0.21

Clear, some ice on sides. Low flow.

Clear. Heavy Silt. Downstream E470 

Construction.