| Abstract: | This chapter describes procedures for measuring peak discharges using dams, weirs, and embankments. Field and office procedures limited to this method are described. Discharge coefficients and formulas are given for three general classes of weirs-sharp-crested, broad-crested, and round-crested-and for highway embankments and weirs of unusual shape. The effects of submergence are defined for most forms. |
| Genre: | USGS Numbered Series |
| ProdID: | 4688 |
| Citation Author: | Hulsing, Harry |
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| Citation Language: | ENGLISH |
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| Citation Phsyical Description: | vi, 29 p. :ill. ;26 cm. Reprinted in 1984. |
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| Citation Publisher: | U.S. Govt. Print. Off., |
| Citation Series: | Techniques of Water-Resource Investigation |
| Citation Series Code: | TWRI |
| Citation Series Number: | 03-A5 |
| Citation Search Results Text: | Measurement of peak discharge at dams by indirect methods; 1967; TWRI; 03-A5; Hulsing, Harry |
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| Citation Year: | 1967 |
| Type: | citation/reference |
| Text: | Measurement of peak discharge at dams by indirect methods; 1967; TWRI; 03-A5; Hulsing, Harry |
| URL (THUMBNAIL): | http://pubs.er.usgs.gov/thumbnails/usgs_thumb.jpg |
| URL (INDEX PAGE): | http://pubs.usgs.gov/twri/twri3-a5/ |
| Date Other: | Sat, 1 Jan 1994 00:00 -0600 |
| Publisher: | U.S. Govt. Print. Off., |
