837 resultados para U.S. Army Engineer Topographic Laboratories
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"August 1974."
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Example problems and methods of data analysis, together with general observations, are given. Smooth-slope runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineerings, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. The range of values of d sub s/H' sub o was extended to d sub s/H' sub o = 8; relative depth (d sub s/H' sub o) is important even for d sub s/H' sub o> 3 for waves which do not break on the structure slope. Rough-slope results are presented in similar curves if sufficient data were available. Otherwise, results are given as values of r, which is the ratio of rough-slope runup to smooth-slope runup. Scale-effect in runup is discussed.
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Description based on: SL-80-10.
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At head of title: War Department, Corps of Engineers, U.S. Army, Mississippi River Commission.
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"Contract no. DA44-177-TC-606."
Hydraulic characteristics of the Deer Creek Lake land treatment site during wastewater application /
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Mode of access: Internet.
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"EPA/600/9-85/024a."
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"1 Oct 58."
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Includes tables.
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Description based on: Cumulative index: vols. 1-17.
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"Project No. 9-38-01-000 Task 902. Contract No. DA 44-177-TC-439. U.S. Army Transportation Research and Development Command, Transportation Corps, Fort Eustis, Virginia. NSA TRECOM Control No. CRD 1759."
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"Task 9R95-20-001-01. Contract DA 44-177-TC-802."
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Each issue has also a distinctive title.
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Description based on: 83-3; title from cover.
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Includes bibliographical references.