Module 2 Bechmark Location, Cross-sectional Survey, Stream Discharge
| Stream Name: MOFFAT CREEK | Survey Date: 2024-07-18 |
| Organization Name: Horsefly River Roundtable | Project Name: Streamkeepers Traini |
| Stream Segment #: | Stream Section #: |
| Data entered by: ZoAnn Morten | Survey ID: 120 |
Step 1. Benchmark Location
| Directions to Benchmark: 26.5 m downstream of the girder on downstream end of the WoodJam/Horsefly bridge |
Step 2. Cross-Sectional Survey
| Latitude: 52.31579 | Longitude: -121.40826 |
| Location relative to benchmark: at benchmark | Photos Taken? yes |
| Bankfull Channel Width: 12.80 | Average Bankfull Depth: 38.73 |
| Wetted Channel Width: 9.60 | Average Wetted Depth: 22.93 |
| 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 | 1.00 | 2.00 | 3.00 | 4.00 | 5.00 | 6.00 | 7.00 | 8.00 | 9.00 | 10.00 | 11.00 | 12.00 | 12.90 | 0.00 | Right Bank | Wetted Depth | 0.00 | 31.00 | 39.00 | 41.00 | 43.00 | 49.00 | 43.00 | 29.00 | 32.00 | 32.00 | 5.00 | 0.00 | 0.00 | 0.00 | 0.00 | Wetted Depth |
| Bankfull Depth | 3.00 | 50.00 | 55.00 | 58.00 | 62.00 | 67.00 | 58.00 | 47.00 | 51.00 | 52.00 | 30.00 | 29.00 | 16.00 | 3.00 | 0.00 | Bankfull Depth |
Step 3. Stream Discharge
| Cross-sectional area of wetted stream (m2) | Discharge Wetted Width: 9.600 | Discharge Average Depth: 0.340 | = 3.264 | ||||
| Average Time (sec) | |||||||
| 27.800 | 29.100 | 21.900 | 27.300 | 73.000 | 179.1 | 35.82 | |
| Trial 1 | Trial 2 | Trial 3 | Trial 4 | Trial 5 | Total Trials | / 5 | Average Time |
| Average Velocity (sec) | |||||||
| 10.000 | 35.82 | 0.279 | |||||
| Length (m) | Average Time (sec) | Average Velocity (m/sec) | |||||
| Average Stream Discharge (m3/sec) | |||||||
| 3.26400 | 0.27917 | x 0.8 | 0.07290 | ||||
| Cross sectional area (m2) | Average velocity (m/sec) | correction factor | Discharge (m3/sec) | ||||