Advanced Stream Habitat Survey Data Sheet - Module 2
| Stream Name: STONEY CREEK |
Survey Date: 2020-07-05 |
| Organization Name: PSKF |
Project Name: SK Training |
| Stream Segment #: 1 |
Stream Section #: 1 |
| Data entered by: Zo Ann |
Survey ID: 98 |
Step 1 BENCHMARK LOCATION
| Directions to Benchmark: We entered via the first small trail upstream of the footbridge that goes over Stoney Creek at the confluence with the Burnette River off the Urban Trial |
Step 2 CROSS-SECTIONAL SURVEY
| Latitude: 49.27437 |
Longitude: -122.90855 |
| Location relative to benchmark: @ |
Photos Taken? no |
| Bankfull Channel Width: 8.40 |
Average Bankfull Depth: 25.71 |
| Wetted Channel Width: 2.50 |
Average Wetted Depth: 25.29 |
| Measurements taken every metres |
Number of measurements taken: 14
|
First and Last Measurements Taken .1m from the streambank edge
| Left Bank |
0.10 |
0.20 |
0.50 |
1.00 |
1.40 |
1.80 |
2.10 |
2.40 |
3.00 |
4.00 |
5.00 |
6.00 |
7.00 |
7.40 |
|
Right Bank |
| Wetted Depth |
|
34.00 |
48.00 |
33.00 |
31.00 |
15.00 |
8.00 |
8.00 |
|
|
|
|
|
|
|
Wetted Depth |
| Bankfull Depth |
7.00 |
50.00 |
53.00 |
48.00 |
46.00 |
33.00 |
27.00 |
26.00 |
20.00 |
10.00 |
10.00 |
10.00 |
17.00 |
3.00 |
|
Bankfull Depth |
Step 3 CALCULATE DISCHARGE
| Cross-sectional area of wetted stream (m2) |
| Discharge Wetted Width: 2.500 |
Discharge Average Depth: 0.250 |
= 0.625 |
| Average Time (sec) |
| 9.110 |
9.500 |
11.280 |
8.110 |
9.210 |
47.21 |
|
9.44 |
| Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
| Average Velocity (sec) |
| 5.500 |
9.44 |
0.583 |
| Length (m) |
Average Time (sec) |
Average Velocity (m/sec) |
| Average Stream Discharge (m3/sec) |
| 0.62500 |
0.58250 |
x 0.8 |
0.02913 |
| Cross sectional area (m2) |
Average velocity (m/sec) |
correction factor |
Discharge (m3/sec) |