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Hydraulic Design of Drop Structures for Gully Control

Morris, B. T. and Johnson, D. C. (1943) Hydraulic Design of Drop Structures for Gully Control. Transactions of the American Society of Civil Engineers, 108 . pp. 887-918. https://resolver.caltech.edu/CaltechAUTHORS:20140903-160900111

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Abstract

In the stabilization of gullies, small overflow dams are used to retain silt and to control the stream grade. These dams are simple drop structures similar to those used in irrigation canals. In this paper the development of rules for the proportioning of such dams is described in terms of the hydraulic requirements for structure performance. The formulas included in the design rules are presented graphically for convenience in application. These rules are based on the accumulated experience of engineers in irrigation and soil conservation work and on the results of a series of laboratory test programs.


Item Type:Article
Related URLs:
URLURL TypeDescription
http://cedb.asce.org/cgi/WWWdisplay.cgi?293195PublisherArticle
Additional Information:Copyright © 1943 American Society of Civil Engineers. NOTE.-- Published in January, 1942. Proceedings.
Other Numbering System:
Other Numbering System NameOther Numbering System ID
Hydrodynamics Laboratory33
Record Number:CaltechAUTHORS:20140903-160900111
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20140903-160900111
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:49218
Collection:CaltechAUTHORS
Deposited By: Kristin Buxton
Deposited On:03 Sep 2014 23:41
Last Modified:03 Oct 2019 07:11

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