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Last modified
7/14/2009 5:02:31 PM
Creation date
6/1/2009 11:33:59 AM
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UCREFRP
UCREFRP Catalog Number
7910
Author
Bovee, K. D. and R. T. Milhous.
Title
Hydraulic Simulation In Instream Flow Studies
USFW Year
1978.
USFW - Doc Type
Theory And Techniques, Instream Flow Information Paper No. 5.
Copyright Material
NO
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verticals are typically used; whereas, the transect used for the dis- <br />charge measurement should employ 20-30 verticals. In all cases, the <br />velocity to be measured is the mean column velocity at the vertical. <br />Velocity measurement techniques and rules governing measurement of mean <br />column velocity may be found in Appendix B. <br />Measurement of the velocity distribution is usually the most time <br />consuming portion of the data collection procedure. Therefore, it is <br />strongly recommended that current meters be provided for more than one <br />member of the field team. Ideally, each member of the team should be <br />outfitted with a. meter, and should know how to use it. The cost of <br />additional equipment is minimal compared to the savings in time and <br />manpower afforded by extra current meters. <br />SEQUENCING STUDY AREA SETUP AND DATA COLLECTION <br />Certain activities must be completed in study area setup before <br />data collection can proceed. Additionally, certain types of data are <br />closely related (such as stage and discharge) and it is advisable to <br />measure these parameters as concurrently as possible. Therefore, the <br />following sequence is suggested for establishing the study area and <br />collecting the data. <br />Step 1. Locate cross sections. <br />Step 2. Establish benchmark and permanent reference points (headstakes) <br />?-' for each cross section.. Take.photographs as required. <br />Step 3. Measure: distance between transects and assign stationing or <br />station index. <br />Step 4. Survey headstake elevations in reference to benchmark. Check <br />for closure (Appendix A). <br />Step 5. Survey water surface elevations at each transect. <br />Step 6. Measure discharge at selected transect. <br />Stet 7_ Measure velocity distribution at remaining transects <br />Step 8. Measure cross section profile. If sounding is used to measure <br />the profile, steps 7 and 8 may be combined. Also, if sounding is used, <br />be sure to survey the portion of the profile between the headstake and <br />water's edge. Describe substrate. <br />Step 9. Recheck water surface elevations. If significantly different, <br />redo Step 6. <br />Step 10: Review field notes before leaving site. <br />Co
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