Advanced Stream Habitat Survey Data Sheet - Module 2
Stream Name: SANDHILL CREEK |
Survey Date: 2023-10-15 |
Organization Name: Peninsula Streams Society |
Project Name: |
Stream Segment #: |
Stream Section #: |
Data entered by: ZoAnn Morten |
Survey ID: 118 |
Step 1 BENCHMARK LOCATION
Directions to Benchmark: 26.7 m downstream of road to parking lot at Heritage Acres - within one of the enhanced riffles |
Step 2 CROSS-SECTIONAL SURVEY
Latitude: 48.57999 |
Longitude: -123.39820 |
Location relative to benchmark: @ |
Photos Taken? no |
Bankfull Channel Width: 3.58 |
Average Bankfull Depth: 11.73 |
Wetted Channel Width: 3.20 |
Average Wetted Depth: 4.73 |
Measurements taken every 0.50 metres |
Number of measurements taken: 15
|
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 |
3.48 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
Right Bank |
Wetted Depth |
0.00 |
4.00 |
13.00 |
19.00 |
16.00 |
12.00 |
7.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
Wetted Depth |
Bankfull Depth |
10.00 |
19.00 |
27.00 |
33.00 |
31.00 |
27.00 |
22.00 |
7.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
0.00 |
Bankfull Depth |
Step 3 CALCULATE DISCHARGE
Cross-sectional area of wetted stream (m2) |
Discharge Wetted Width: 3.200 |
Discharge Average Depth: 0.120 |
= 0.384 |
Average Time (sec) |
244.000 |
212.000 |
218.000 |
0.000 |
0.000 |
674 |
|
134.80 |
Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
Average Velocity (sec) |
10.000 |
134.80 |
0.074 |
Length (m) |
Average Time (sec) |
Average Velocity (m/sec) |
Average Stream Discharge (m3/sec) |
0.38400 |
0.07418 |
x 0.8 |
0.00228 |
Cross sectional area (m2) |
Average velocity (m/sec) |
correction factor |
Discharge (m3/sec) |