Advanced Stream Habitat Survey Data Sheet - Module 2
| Stream Name: STONEY CREEK |
Survey Date: 2009-06-03 |
| Organization Name: PSKF |
Project Name: |
| Stream Segment #: |
Stream Section #: 2 |
| Data entered by: |
Survey ID: 7 |
Step 1 BENCHMARK LOCATION
| Directions to Benchmark: big alder on l/b. above skytrain and lougheed hwy culvert. above enhancement site. |
Step 2 CROSS-SECTIONAL SURVEY
| Latitude: |
Longitude: |
| Location relative to benchmark: 20m d/s |
Photos Taken? no |
| Bankfull Channel Width: 5.80 |
Average Bankfull Depth: 72.25 |
| Wetted Channel Width: 4.20 |
Average Wetted Depth: 17.00 |
| Measurements taken every 0.50 metres |
Number of measurements taken: 8
|
First and Last Measurements Taken .1m from the streambank edge
| Left Bank |
4.10 |
3.10 |
2.60 |
2.10 |
1.60 |
1.10 |
0.60 |
0.10 |
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Right Bank |
| Wetted Depth |
20.00 |
23.00 |
14.00 |
17.00 |
27.00 |
18.00 |
11.00 |
6.00 |
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Wetted Depth |
| Bankfull Depth |
76.00 |
75.00 |
67.00 |
70.00 |
81.00 |
75.00 |
69.00 |
65.00 |
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Bankfull Depth |
Step 3 CALCULATE DISCHARGE
| Cross-sectional area of wetted stream (m2) |
| Discharge Wetted Width: 4.200 |
Discharge Average Depth: 0.170 |
= 0.714 |
| Average Time (sec) |
| 26.400 |
28.300 |
21.700 |
27.900 |
25.600 |
129.9 |
|
25.98 |
| Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
| Average Velocity (sec) |
| 10.000 |
25.98 |
0.385 |
| Length (m) |
Average Time (sec) |
Average Velocity (m/sec) |
| Average Stream Discharge (m3/sec) |
| 0.71400 |
0.38491 |
x 0.8 |
0.02199 |
| Cross sectional area (m2) |
Average velocity (m/sec) |
correction factor |
Discharge (m3/sec) |