Advanced Stream Habitat Survey Data Sheet - Module 2
Stream Name: STONEY CREEK |
Survey Date: 2009-04-03 |
Organization Name: PSKF |
Project Name: |
Stream Segment #: |
Stream Section #: 1 |
Data entered by: |
Survey ID: 6 |
Step 1 BENCHMARK LOCATION
Directions to Benchmark: At the end of cariboo crescent, take the trail on the r/b of stoney creek then take the first trail to the right to meet the creek. the benchmark is u/s from fallen trees at the top of the pool. |
Step 2 CROSS-SECTIONAL SURVEY
Latitude: |
Longitude: |
Location relative to benchmark: 5m u/s |
Photos Taken? yes |
Bankfull Channel Width: 8.80 |
Average Bankfull Depth: 53.00 |
Wetted Channel Width: 4.70 |
Average Wetted Depth: 21.50 |
Measurements taken every 1.00 metres |
Number of measurements taken: 6
|
First and Last Measurements Taken .1m from the streambank edge
Left Bank |
|
|
4.60 |
4.10 |
3.10 |
2.10 |
1.10 |
0.10 |
|
|
|
|
|
|
|
Right Bank |
Wetted Depth |
|
|
9.00 |
53.00 |
15.00 |
33.00 |
17.00 |
2.00 |
|
|
|
|
|
|
|
Wetted Depth |
Bankfull Depth |
|
|
50.00 |
74.00 |
57.00 |
64.00 |
44.00 |
29.00 |
|
|
|
|
|
|
|
Bankfull Depth |
Step 3 CALCULATE DISCHARGE
Cross-sectional area of wetted stream (m2) |
Discharge Wetted Width: 4.700 |
Discharge Average Depth: 0.215 |
= 1.011 |
Average Time (sec) |
21.600 |
17.100 |
22.500 |
28.500 |
27.300 |
117 |
|
23.40 |
Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
Average Velocity (sec) |
10.000 |
23.40 |
0.427 |
Length (m) |
Average Time (sec) |
Average Velocity (m/sec) |
Average Stream Discharge (m3/sec) |
1.01050 |
0.42735 |
x 0.8 |
0.03455 |
Cross sectional area (m2) |
Average velocity (m/sec) |
correction factor |
Discharge (m3/sec) |