Topic
Hydraulics
About: Hydraulics is a research topic. Over the lifetime, 3065 publications have been published within this topic receiving 57845 citations. The topic is also known as: hydrodynamics.
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Book•
01 Jan 1959
TL;DR: This book discusses the development of Uniform Flow and its applications, as well as the theory and analysis of open channel flow, and the design of channels for Uniform Flow.
Abstract: Chapter 1: Basic PrinciplesChapter 2: Open-Channel Flow and its ClassificationsChapter 3: Open Channels and Their PropertiesChapter 4: Energy and Momentum PrinciplesChapter 5: Critical Flow: Its Computation and ApplicationsChapter 6: Uniform FlowChapter 7: Development of Uniform Flow and Its FormulasChapter 8: Computation of Uniform FlowChapter 9: Design of Channels for Uniform FlowChapter 10: Theoretical Concepts of Boundary LayerChapter 11: Surface RoughnessChapter 12: Velocity Distribution and Instability of Uniform FlowChapter 13: Gradually Varied FlowChapter 14: Theory and AnalysisChapter 15: Methods of ComputationChapter 16: Practical ProblemsChapter 17: Spatially Varied FlowChapter 18: Rapidly Varied FlowChapter 19: Flow Over SpillwaysChapter 20: Hydraulic Jump and its Use as Energy DissipatorChapter 21: Flow in Channels of Non-Linear AlignmentChapter 22: Flow Through Nonprismatic Channel SectionsChapter 23: Unsteady FlowChapter 24: Gradually Varied Unsteady FlowChapter 25: Rapidly Varied Unsteady Flow Flood RoutingAppendices
5,013 citations
Book•
01 Jan 1953
TL;DR: In this paper, the hydraulic characteristics of stream channels are measured quantitatively and vary with discharge as simple power functions at a given river cross section, and similar variations in relation to discharge exist among the cross sections along the length of a river under the condition that discharge at all points is equal in frequency of occurrence.
Abstract: Some hydraulic characteristics of stream channels — depth, width, velocity, and suspended load — are measured quantitatively and vary with discharge as simple power functions at a given river cross section. Similar variations in relation to discharge exist among the cross sections along the length of a river under the condition that discharge at all points is equal in frequency of occurrence. The functions derived for a given cross section and among various cross sections along the river differ only in numerical values of coefficients and exponents. These functions are:
2,578 citations
Book•
11 Jul 1994
TL;DR: In this article, the authors present a model for estimating rainfall-runoff estimations in stormwater computations using hydrologic frequency analysis and rainfall-run-off estimation in Stormwater Computations.
Abstract: Introduction Hydrologic Frequency Analysis Rainfall-Runoff Estimation in Stormwater Computations Open Channel Hydraulics Hydraulics of Structures Channel Flow Routing and Reservoir Hydraulics Sediment Properties and Sediment Transport Erosion and Sediment Yield Sediment Control Structures Fluvial Geomorphology: Fluvial Channel Analysis and Design Ground Water Monitoring Hydrologic Systems Hydrologic Modeling Chapter Problems, References, and Appendixes General Appendix Subject Index
751 citations