Module 2 Bechmark Location, Cross-sectional Survey, Stream Discharge
| Stream Name: BAKER CREEK | Survey Date: 2023-08-01 |
| Organization Name: Baker Creek Enhancement Society | Project Name: |
| Stream Segment #: | Stream Section #: |
| 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: 42.07 |
| 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. Stream 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) | |||||||
| 0.000 | 0.000 | x 0.8 | 0.000 | ||||
| Cross sectional area (m2) | Average velocity (m/sec) | correction factor | Discharge (m3/sec) | ||||