Advanced Stream Habitat Survey Data Sheet - Module 2
| Stream Name: BAKER CREEK |
Survey Date: 2023-08-01 |
| Organization Name: Baker Creek Enhancement Society |
Project Name: |
| Stream Segment #: 1 |
Stream Section #: 1 |
| Data entered by: ZoAnn Morten |
Survey ID: 108 |
Step 1 BENCHMARK LOCATION
| Directions to Benchmark: 74m downstream of Marsh Drive Elks Hall on right bank skate park on the left |
Step 2 CROSS-SECTIONAL SURVEY
| Latitude: 52.97263 |
Longitude: -122.50909 |
| Location relative to benchmark: @ |
Photos Taken? yes |
| Bankfull Channel Width: 18.05 |
Average Bankfull Depth: 41.87 |
| Wetted Channel Width: 10.40 |
Average Wetted Depth: 12.73 |
| Measurements taken every 0.00 metres |
Number of measurements taken: 15
|
First and Last Measurements Taken .1m from the streambank edge
| Left Bank |
0.10 |
2.00 |
5.00 |
7.00 |
8.00 |
9.00 |
10.00 |
11.00 |
12.00 |
13.00 |
14.00 |
15.00 |
16.00 |
17.00 |
17.95 |
Right Bank |
| Wetted Depth |
0.00 |
0.00 |
0.00 |
5.00 |
6.00 |
13.00 |
18.00 |
20.00 |
21.00 |
24.00 |
25.00 |
30.00 |
29.00 |
0.00 |
0.00 |
Wetted Depth |
| Bankfull Depth |
3.00 |
18.00 |
35.00 |
35.00 |
39.00 |
36.00 |
41.00 |
46.00 |
57.00 |
58.00 |
61.00 |
70.00 |
70.00 |
47.00 |
12.00 |
Bankfull Depth |
Step 3 CALCULATE DISCHARGE
| Cross-sectional area of wetted stream (m2) |
| Discharge Wetted Width: 0.000 |
Discharge Average Depth: 0.000 |
= 0.000 |
| Average Time (sec) |
| 0.000 |
0.000 |
0.000 |
0.000 |
0.000 |
0 |
|
0.00 |
| Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
| Average Velocity (sec) |
| 0.000 |
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) |