1. Fluxes of water, sediment, and elements class 1.Introduce instrumentation and approach for surveying and flow gauging 2.Introduce and understand Manning’s equation 3.Consider the meaning of Floods and Bankful Discharge 4.Getting and understanding watershed flux data 5.Logisitcs

2. FLOW GAUGING QUANTIFY VOLUME OF WATER MOVING THROUGH CHANNEL NEED CHANNEL GEOMETRY NEED VELOCITY 1

3. Distance Velocity Water Depth Survey Across Stream 1

4. The auto level Your view 1

5. Level the instrument :( (: 1

6. CENTER LINE - ELEVATION  BOTTOM = DISTANCE TOP = DISTANCE 1

7. Good Data Table is key 1

8. Flow meter for measuring water speed 1

9. Divide and Conquer 1

10. Add up the pieces 1

11. From counts to speed 1

12. Stage and Discharge related through rating curve 1

13. The top of a U.S. Geological Survey staff gage (a graduated rod against which water levels can be read) is barely visible above the water.The top of the gage represents a water level or river stage of 54.50 feet, 2 feet above the 1997 East Grand Forks city levee.During the 1997 flood, the Red River crested at 54.35 feet; the National Weather Service flood stage at Grand Forks is 28.00 feet. the 1997 flood 1 Water Resources of North Dakota

14. WEIR is the permanent solution Q = 2.47h 2.5 1

15. Manning Equation 2 Use fudge factor of 1.49 when units are feet

16. SLOPE 2

17. Wetted Perimeter 2

18. 2

19. http://wwwrcamnl.wr.usgs.gov/sws/f ieldmethods/Indirects/nvalues/ Clark Fork at Missoula, Montana n = 0.030 Boundary Ck at Porthill, Idaho n = 0.073 2

20. Flow Levels Bank full flow About once a year Try to define in field using observations 3 “Channel-forming flow” This is for alluvial channels

21. Extreme Floods How does the Huntington Fit? 3

22. DEFINE BASIN AREA COUNT BOXES OR USE DIGITIZER 3

23. Sediment Transport Through Rivers Bedload -- material moving along the bed, shear forces exerted by water sufficient to move clasts -- rarely measured (at % level) Suspended Load -- material kept in the water column by turbulence and lift forces (easy to measure in grab samples) Bedload usually <<< than suspended load and ignored Dissolved Load -- material in solution (easy to measure in grab samples) Dissolved load varies, usually < than suspended load 4

24. Sampling for suspended load……. 4

25. Mass Loadings and Erosion Rate Estimation Integrate suspended load over all flows (mass/time) Integrate bedload load over all flows (mass/time) Integrate dissolved load over all flows (mass/time) + + 4

26. Load varies over time and discharge

27. USGS Water Quality Data on line Dissolved and Suspended Load http://nwis.waterdata.usgs.gov/nwis/qwdata?site_n o=04282815&agency_cd=USGS&begin_date=&e nd_date=&format=html_table&inventory_output= 0&rdb_inventory_output=file&date_format=YYY Y-MM- DD&rdb_compression=file&qw_sample_wide=0 &submitted_form=brief_list

28. Integration over all flows is a non trivial problem! Need Rating Curves (suspended, dissolved, bedload) 4 Hysteresis loop Suspended Load

29. Other Approaches…Reservoir trapping (may miss dissolved) Nahal Yael, Negev Desert 4

30. SEDIMENT YIELD - What comes out SEDIMENT GENERATION - Material generated by erosion = or ≠ Timescale Steady state Human impact Episodic disturbance 4

31. River Lab Logistics On Huntington, in water Warm clothes, food, $, Daily Bread Measure discharge - survey and velocity Trace flow Compare pools and riffles Field estimate of bankfull stage OLD TENNIS SHOES! Teva/toenail story

32. Downstream Organization Survey one of each type Calculate discharge for one of each type Calculate roughness for one of each type COMPARE