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2014-01-29_HYDROLOGY - P2009025 (8)
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2014-01-29_HYDROLOGY - P2009025 (8)
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Last modified
8/24/2016 5:39:23 PM
Creation date
2/3/2014 2:49:32 PM
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Template:
DRMS Permit Index
Permit No
P2009025
IBM Index Class Name
HYDROLOGY
Doc Date
1/29/2014
Doc Name
Baseline Hydrologic Monitoring Plan
From
Black Range Minerals
To
DRMS
Email Name
TC1
Media Type
D
Archive
No
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Appendix D — SOP for Stream Flow Measurement — Hansen Project 4 <br />3. FLOW MEASUREMENT PROCEDURES <br />This section describes the three methods that may be used to measure stream discharge. <br />3.1 Flumes <br />3.1.1 Theoretical Considerations <br />Flumes are specially shaped, open - channel flow sections with a restriction in channel area and, in most models, <br />with a change in channel slope. Either or both of these shape changes cause velocities to increase and water <br />levels to change while passing through the flume. Typical flumes consist of three sections: <br />A converging section to accelerate the approaching flow <br />A throat section, whose width is used to designate flume size <br />A diverging section, designed to ensure that the level downstream is lower than the level in the <br />converging section <br />The stage of a stream is the height of the water surface above an established datum plane. The datum plane for <br />a flume is the elevation at the bottom of the throat section. The water - surface elevation referred to some <br />arbitrary gage datum is called the "gage height." Stage or gage height is usually expressed in feet and <br />hundredths of a foot. <br />Ideally, flow rate through a flume may be determined by measurements of stage at a single point some distance <br />downstream from the inlet and above the throat. The single measurement indicates the discharge rate only if <br />critical or supercritical flow is achieved in the flume. By definition, critical flow occurs when the ratio of force <br />due to inertia to the force due to gravity ( Froude number) is unity. Supercritical flow occurs when the Froude <br />number exceeds unity. If the Froude number is less than one, subcritical flow occurs, commonly due to a <br />condition referred to as submergence; a second stage reading must be taken in the throat section to determine <br />the true discharge rate. Additional information concerning the use of flumes under all flow conditions, <br />including submergence, is found in USGS Water Supply Paper 2175, Volume 2, Chapter 10. <br />3.1.2 Field Procedures <br />Overview. Follow the appropriate steps to measure discharge depending on whether a Parshall flume or <br />portable Cutthroat flume is being used for the site. <br />Steps to be Followed in Measuring Discharge Using the Parshall Flume <br />1. The flume should be inspected for level in both directions and proper upstream and downstream <br />configurations. <br />2. Remove any material that may have accumulated in the flume. <br />3. Note any deterioration of the flume; report these conditions to the Project Manager at the conclusion of <br />daily data collection activities. <br />4. Measure and record the throat width to the nearest 0.01 feet. <br />5. Record the time and date of the site visit. <br />6. Use the staff gage to measure and record the stage in the upstream and throat sections to the nearest <br />0.02 feet. <br />7. Calculate discharge as described below. <br />8. Record the calculated discharge. <br />Steps to be Followed in Measuring Discharge Using a Portable Cutthroat Flume <br />The flume should be inspected for level in both directions and proper upstream and downstream <br />configurations. Make sure the flume captures all water migrating through the channel. <br />2. Measure and record the throat width to the nearest 0.01 feet. <br />4153A.140129 Whetstone Associates <br />
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