Advanced Stream Habitat Survey Data Sheet - Module 2
Stream Name: LIZARD CREEK |
Survey Date: 2014-10-05 |
Organization Name: Elk River Alliance |
Project Name: CBWM-LC site 1 |
Stream Segment #: site 1 |
Stream Section #: site 1 |
Data entered by: Ayla Bennett |
Survey ID: 48 |
Step 1 BENCHMARK LOCATION
Directions to Benchmark: Lizard Creek site 1, upstream of highway 3 bridge |
Step 2 CROSS-SECTIONAL SURVEY
Latitude: 49.47095 |
Longitude: 115.07662 |
Location relative to benchmark: at benchmark |
Photos Taken? yes |
Bankfull Channel Width: 9.50 |
Average Bankfull Depth: 0.28 |
Wetted Channel Width: 8.90 |
Average Wetted Depth: 0.15 |
Measurements taken every 1.00 metres |
Number of measurements taken: 12
|
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 |
8.90 |
9.00 |
9.40 |
|
|
|
Right Bank |
Wetted Depth |
0.01 |
0.28 |
0.02 |
0.18 |
0.17 |
0.15 |
0.26 |
0.17 |
0.15 |
0.06 |
|
|
|
|
|
Wetted Depth |
Bankfull Depth |
0.18 |
0.45 |
0.19 |
0.35 |
0.34 |
0.32 |
0.43 |
0.34 |
0.32 |
0.23 |
0.17 |
0.09 |
|
|
|
Bankfull Depth |
Step 3 CALCULATE DISCHARGE
Cross-sectional area of wetted stream (m2) |
Discharge Wetted Width: |
Discharge Average Depth: |
= 0.000 |
Average Time (sec) |
|
|
|
|
|
0 |
|
0.00 |
Trial 1 |
Trial 2 |
Trial 3 |
Trial 4 |
Trial 5 |
Total Trials |
/ 5 |
Average Time |
Average Velocity (sec) |
|
0.00 |
0.000 |
Length (m) |
Average Time (sec) |
Average Velocity (m/sec) |
Average Stream Discharge (m3/sec) |
0.00000 |
0.00000 |
x 0.8 |
0.00000 |
Cross sectional area (m2) |
Average velocity (m/sec) |
correction factor |
Discharge (m3/sec) |