Advanced Stream Habitat Survey Data Sheet - Module 2
| Stream Name: KISKATINAW RIVER |
Survey Date: 2016-07-06 |
| Organization Name: Pacific Streamkeepers Federationnorth |
Project Name: Streamkeepers traini |
| Stream Segment #: |
Stream Section #: |
| Data entered by: Zo Ann Morten |
Survey ID: 59 |
Step 1 BENCHMARK LOCATION
| Directions to Benchmark: East branch of Kiskatinaw downstream of bridge on Noel Road at City of Dawson Creek water station |
Step 2 CROSS-SECTIONAL SURVEY
| Latitude: 55.19310 |
Longitude: -120.27400 |
| Location relative to benchmark: at |
Photos Taken? no |
| Bankfull Channel Width: 18.63 |
Average Bankfull Depth: 56.92 |
| Wetted Channel Width: 16.82 |
Average Wetted Depth: 26.00 |
| Measurements taken every 1.00 metres |
Number of measurements taken: 15
|
First and Last Measurements Taken .1m from the streambank edge
| Left Bank |
0.10 |
1.00 |
2.00 |
3.00 |
4.00 |
5.00 |
6.00 |
8.00 |
9.00 |
10.00 |
12.00 |
14.00 |
16.00 |
17.00 |
18.53 |
Right Bank |
| Wetted Depth |
0.00 |
0.00 |
0.00 |
15.00 |
26.00 |
27.00 |
24.00 |
29.00 |
38.00 |
42.00 |
48.00 |
45.00 |
40.00 |
34.00 |
22.00 |
Wetted Depth |
| Bankfull Depth |
22.00 |
25.00 |
43.00 |
53.00 |
62.00 |
62.00 |
60.00 |
62.00 |
65.00 |
63.00 |
|
78.00 |
74.00 |
71.00 |
|
Bankfull Depth |
Step 3 CALCULATE DISCHARGE
| Cross-sectional area of wetted stream (m2) |
| Discharge Wetted Width: 16.820 |
Discharge Average Depth: 0.320 |
= 5.382 |
| Average Time (sec) |
| 16.100 |
16.800 |
17.500 |
16.300 |
16.300 |
83 |
|
16.60 |
| Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
| Average Velocity (sec) |
| 10.000 |
16.60 |
0.602 |
| Length (m) |
Average Time (sec) |
Average Velocity (m/sec) |
| Average Stream Discharge (m3/sec) |
| 5.38240 |
0.60241 |
x 0.8 |
0.25939 |
| Cross sectional area (m2) |
Average velocity (m/sec) |
correction factor |
Discharge (m3/sec) |