Aeration at Guri Final Stage Spillway
Model ? Prototype Comparison in the Alicura Chute Spillway Air System
Calculation and Optimum Shape of Spillway Chute Aerators
Chute Spillway Aerators ? McPhee Dam Model/Prototype Comparison
Field Investigation of Spillway at Chief Joseph Dam
Model-Prototype Comparison of the Pressure Fluctuations in the Boundary Layer of a High-Head Tunnel Spillway
Hydraulic Model of the New Esna Barrage
Tarbela Dam Project Model-Proto Comparison of Scour in Plunge Pool
Simulating Roughness of Mesquite in Scale Models
Vibration Tests on a Sector Gate with Correctly Modelled Gate Elasticity
Development of a Numerical Model to Predict the Behavior of Air/Water Mixtures in Open Channels
Investigation of Wave-Induced Oscillations in Sewage Outfalls
The work described in this paper deals with the effect of wave action on the hydraulic performance of a sewage effluent outfall. The outfall under consideration is an inverted siphon....
Pressure Fluctuations on the Floow of Hydraulic Jumps
This paper presents the results of an experimental investigation regarding the variation of r. m. s. value of pressure fluctuations on the floor of free and forced hydraulic jumps formed...
Stepped Spillway Design with a RCC Dam
The hydraulic model study results for the Upper Stillwater stepped spillway design are presented. The studies encompassed several spillway geometries and design unit discharges ranging...
Dam Safety Improvements for Tolt River Dam
Studies were performed to identify measures to improve the safety of the project under earthquake and extreme flood conditions while permitting the owner to store additional water under...
Rehabilitation of Williams Bridge Dam
Pennsylvania Gas and Water Company initiated construction work to upgrade the 90-year old dam in order to meet current dam safety standards with emphasis on satisfying Probable Maximum...
Polyhedric Surfaces
A new design for spillways is proposed. The basic idea is to substitute the traditional shape of the continuous vertical bends by polygonal plane surfaces. In this way it is possible to...
Model Study to Locate Aerators in Tunnel Spillways
A model study to locate, in an optimum way, aerators in tunnel spillways is presented. A Froude half model, scale 1:30, was used. The flow geometry, the air discharge sucked by the aerators...
Applications of the Singular Point Method to Hydraulic Analysis of Spillways
A computer-oriented procedure is described to develop rating tables for side channel spillways. The procedure includes three sets of computations which have to be performed iteratively...
Hydraulic Design of Pamo Dam Spillway
The design of the emergency spillway for the San Diego County Water Authority's (SDCWA) proposed Pamo Dam is discussed. Pamo Dam is a 264-foot (80. 5 meter) high roller compacted...
Return to search