Advanced Stream Habitat Survey Data Sheet - Module 2
| Stream Name: DEPARTURE CREEK |
Survey Date: 2019-12-10 |
| Organization Name: Depature Bay Neighbourhood Association |
Project Name: Mod 2 for CWF |
| Stream Segment #: 2 |
Stream Section #: 1 |
| Data entered by: ZoAnn Morten |
Survey ID: 97 |
Step 1 BENCHMARK LOCATION
| Directions to Benchmark: 28.5m upstream of footbridge coming in from Woodstream Park parking lot |
Step 2 CROSS-SECTIONAL SURVEY
| Latitude: 49.20661 |
Longitude: -123.97552 |
| Location relative to benchmark: at |
Photos Taken? yes |
| Bankfull Channel Width: 4.80 |
Average Bankfull Depth: 16.64 |
| Wetted Channel Width: 4.20 |
Average Wetted Depth: 7.14 |
| Measurements taken every 0.50 metres |
Number of measurements taken: 11
|
First and Last Measurements Taken .1m from the streambank edge
| Left Bank |
0.10 |
0.50 |
1.00 |
1.50 |
2.00 |
2.50 |
3.00 |
3.50 |
4.00 |
4.50 |
4.70 |
|
|
|
|
Right Bank |
| Wetted Depth |
|
|
7.00 |
11.00 |
6.00 |
4.00 |
5.00 |
8.00 |
9.00 |
|
|
|
|
|
|
Wetted Depth |
| Bankfull Depth |
10.00 |
17.00 |
20.00 |
21.00 |
15.00 |
13.00 |
15.00 |
20.00 |
24.00 |
15.00 |
13.00 |
|
|
|
|
Bankfull Depth |
Step 3 CALCULATE DISCHARGE
| Cross-sectional area of wetted stream (m2) |
| Discharge Wetted Width: |
Discharge Average Depth: |
= 0.000 |
| Average Time (sec) |
|
|
|
|
|
0 |
|
0.00 |
| Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
| Average Velocity (sec) |
|
0.00 |
0.000 |
| Length (m) |
Average Time (sec) |
Average Velocity (m/sec) |
| Average Stream Discharge (m3/sec) |
| 0.00000 |
0.00000 |
x 0.8 |
0.00000 |
| Cross sectional area (m2) |
Average velocity (m/sec) |
correction factor |
Discharge (m3/sec) |