Module 2 Bechmark Location, Cross-sectional Survey, Stream Discharge
| Stream Name: KISKATINAW RIVER | Survey Date: 2016-07-06 |
| Organization Name: Pacific Streamkeepers Federationnorth | Project Name: Streamkeepers traini |
| Stream Segment #: | Stream Section #: |
| Data entered by: Zo Ann Morten | Survey ID: 59 |
Step 1. Benchmark Location
| Directions to Benchmark: East branch of Kiskatinaw downstream of bridge on Noel Road at City of Dawson Creek water station |
Step 2. Cross-Sectional Survey
| Latitude: 55.19310 | Longitude: -120.27400 |
| Location relative to benchmark: at | Photos Taken? no |
| Bankfull Channel Width: 18.63 | Average Bankfull Depth: 56.92 |
| Wetted Channel Width: 16.82 | Average Wetted Depth: 26.00 |
| Measurements taken every 1.00 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 | 8.00 | 9.00 | 10.00 | 12.00 | 14.00 | 16.00 | 17.00 | 18.53 | Right Bank | Wetted Depth | 0.00 | 0.00 | 0.00 | 15.00 | 26.00 | 27.00 | 24.00 | 29.00 | 38.00 | 42.00 | 48.00 | 45.00 | 40.00 | 34.00 | 22.00 | Wetted Depth |
| Bankfull Depth | 22.00 | 25.00 | 43.00 | 53.00 | 62.00 | 62.00 | 60.00 | 62.00 | 65.00 | 63.00 | 78.00 | 74.00 | 71.00 | Bankfull Depth |
Step 3. Stream Discharge
| Cross-sectional area of wetted stream (m2) | Discharge Wetted Width: 16.820 | Discharge Average Depth: 0.320 | = 5.382 | ||||
| Average Time (sec) | |||||||
| 16.100 | 16.800 | 17.500 | 16.300 | 16.300 | 83 | 16.60 | |
| Trial 1 | Trial 2 | Trial 3 | Trial 4 | Trial 5 | Total Trials | / 5 | Average Time |
| Average Velocity (sec) | |||||||
| 10.000 | 16.60 | 0.602 | |||||
| Length (m) | Average Time (sec) | Average Velocity (m/sec) | |||||
| Average Stream Discharge (m3/sec) | |||||||
| 5.38240 | 0.60241 | x 0.8 | 0.25939 | ||||
| Cross sectional area (m2) | Average velocity (m/sec) | correction factor | Discharge (m3/sec) | ||||