Stepwise Flood Routing for Gated Reservoirs and Conjunctive Optimization of Hydroelectricity Income with Flood Losses
A six-stage operation policy for routing of flood hydrographs of return periods from 1.01 year up to the Probable Maximum Flood (PMF) for dams having gated spillways is suggested. The...

Resolving the Water Wars: The Compacts Between Alabama, Florida, and Georgia
(No paper) Several water supply proposals on behalf of Georgia have caused a water rights ?war? which pits Alabama and Florida against Georgia in the Apalachicola, Chattahoochee, and Flint...

Water Resource Systems and Modeling of the Lower Virgin River Using EXCEL
(No paper) The first objective of this study was to determine the availability of water at the confluence of the Halfway Wash and the Virgin River and to simulate the diversion of river...

Walking a Tight Rope between Developers and Bananas: County Watershed Management Regulations Versus State and Local Regulations

Correcting Spillway Design Deficiencies

Reliability Assessment in Detention Basin Design

Erosion of Structured Material Due to Impinging Jet

Energy Losses on a Roller Compacted Concrete Stepped Spillway

Tests of a Siphon-Shaft Spillway with Cylindrical Hoods

Performance of a Stilling Basin with Partially Short Walls

Outlet Repairs Using Cured-in-Place Pipe

Folsom Dam Outlet Works Modifications

Folsom Dam Spillway Stilling Basin Repair

Regionalization of Annual Precipitation Maxima in Montana

Rehabilitation of Chickamauga Dam, Lock and Powerhouse to Manage Concrete Growth

Spillway-Powerhouse Interaction at Chickamauga Dam

Wanapum Dam Spillway Overflow Gate

Hydropower: An Industry Driven to Success Through Recognition of Past Failures

Analysis of the Fort Peck Spillway

The PowerWheel Demonstration Project

 

 

 

 

Return to search