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hydraulic models
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User's manual for EXPLORE-I
User's manual for EXPLORE-I
By Yasuo Onishi
Preliminary three-dimensional discrete fracture model, Tiva Canyon Tuff, Yucca Mountain area, Nye County, Nevada
Preliminary three-dimensional discrete fracture model, Tiva Canyon Tuff, Yucca Mountain area, Nye County, Nevada
By Lawrence O. Anna
Urban Water Resources
Urban Water Resources
By Monzur Alam Imteaz
Digital model of ground-water flow in the Piceance basin, Rio Blanco and Garfield Counties, Colorado
Digital model of ground-water flow in the Piceance basin, Rio Blanco and Garfield Counties, Colorado
By John B. Weeks
Modelling Hydrology, Hydraulics and Contaminant Transport Systems in Python
Modelling Hydrology, Hydraulics and Contaminant Transport Systems in Python
By Soumendra Nath Kuiry,Dhrubajyoti Sen
The 17-meter flume at the Coastal Research Laboratory
The 17-meter flume at the Coastal Research Laboratory
By Cheryl Ann Butman
Preliminary three-dimensional discrete fracture model, Tiva Canyon Tuff, Yucca Mountain area, Nye County, Nevada
Preliminary three-dimensional discrete fracture model, Tiva Canyon Tuff, Yucca Mountain area, Nye County, Nevada
By Lawrence O Anna
Clarence Cannon Re-regulation Structure, Salt River, Missouri
Clarence Cannon Re-regulation Structure, Salt River, Missouri
By Herman O. Turner
Kaskaskia River grade-control structure and navigation channel, Fayetteville, Illinois
Kaskaskia River grade-control structure and navigation channel, Fayetteville, Illinois
By John L. Grace
Old River low-sill control structure
Old River low-sill control structure
By Bobby P. Fletcher
Typical Tennessee-Tombigbee canal section spillways, Spillways A and B
Typical Tennessee-Tombigbee canal section spillways, Spillways A and B
By Bobby P. Fletcher
Mayport-Mill Cove model study
Mayport-Mill Cove model study
By Noble J. Brogdon
Fixed-cone valves, New Melones Dam, California
Fixed-cone valves, New Melones Dam, California
By Stephen T. Maynord
Floating breakwater wave-attenuation tests for East Bay Marina, Olympia Harbor, Washington
Floating breakwater wave-attenuation tests for East Bay Marina, Olympia Harbor, Washington
By Robert D. Carver
Rubble-mound breakwater stability and wave-attenuation tests, Port Ontario Harbor, New York
Rubble-mound breakwater stability and wave-attenuation tests, Port Ontario Harbor, New York
By Robert D. Carver
Summary report : model-prototype comparison study of dike systems, Mississippi River
Summary report : model-prototype comparison study of dike systems, Mississippi River
By John J. Franco
Hydraulics of bridge waterways
Hydraulics of bridge waterways
By Joseph N. Bradley
Movable-bed laboratory experiments comparing radiation stress and energy flux factor as predictors of longshore transport rate
Movable-bed laboratory experiments comparing radiation stress and energy flux factor as predictors of longshore transport rate
By Philip Vitale
Viscous Fluid Model for Demonstration of Groundwater Flow to Parallel Drains
Viscous Fluid Model for Demonstration of Groundwater Flow to Parallel Drains
By F. Homma
Navigation conditions in lower lock approach of Ice Harbor Lock and Dam, Snake River, Washington
Navigation conditions in lower lock approach of Ice Harbor Lock and Dam, Snake River, Washington
By Howard Park
Design for flood control, wave protection, and prevention of shoaling, Rogue River, Oregon
Design for flood control, wave protection, and prevention of shoaling, Rogue River, Oregon
By Robert R. Bottin
San Juan National Historic Site, San Juan, Puerto Rico, design for prevention of wave-induced erosion
San Juan National Historic Site, San Juan, Puerto Rico, design for prevention of wave-induced erosion
By Robert R. Bottin