Project (M.S., Civil Engineering) -- California State University, Sacramento, 2012.This project presented the techniques of levee erosion repair and their hydraulic evaluation. For the project purpose a site located at San Joaquin River at River Mile 71.5, Right Bank (SJR RM 71.5R) has been selected. The site is located at as outside bend of a tight meander and is subjected to severe erosion. In this study, a simulation model using HEC-RAS hydraulic model has been performed to determine the existing hydraulic characteristics for the project design flow and 100-year flow and another simulation model has been performed to determine the impact of the repair to the existing system.\ud The design of the erosion site involved alternative analysi...
Project (M.S., Civil Engineering) -- California State University, Sacramento, 2010.This project pres...
The current procedures for calculated the probability of failure of levees (earthen structures desig...
This is the publisher’s final pdf. The article is copyrighted by the American Geophysical Union and ...
This report discusses channel stabilization design by erosion protection measures considering risk a...
Project (M.S., Civil Engineering)--California State University, Sacramento, 2012.Levees in Californi...
This research study is to examine the hydrologic and hydraulic conditions in an ungagged site. A dan...
Every year the United States Anny Corps of Engineers (COE) is faced with the need to rehabilitate ag...
On average, flooding causes over five billion dollars of damage and 99 fatalities per year in the Un...
In this assignment we simulate a two meters wide dike stretch which is subjected to overflow. Three ...
The greatest cities in human history have risen up on the banks of rivers and by the seaside. In fac...
A section of California\u27s Sacramento-San Joaquin River Delta levees was analyzed to develop a rem...
The goal of this project is to increase the flood rating of the levees within the Natomas Basin, fro...
Two test cases of embankment breaching are selected in order to compare a simplified model to 2-D ca...
Spillways for large embankment dams typically feature an ogee structure and a section of concrete li...
The current methodology for embankment dams evaluation is not appropriate for levees of low heights,...
Project (M.S., Civil Engineering) -- California State University, Sacramento, 2010.This project pres...
The current procedures for calculated the probability of failure of levees (earthen structures desig...
This is the publisher’s final pdf. The article is copyrighted by the American Geophysical Union and ...
This report discusses channel stabilization design by erosion protection measures considering risk a...
Project (M.S., Civil Engineering)--California State University, Sacramento, 2012.Levees in Californi...
This research study is to examine the hydrologic and hydraulic conditions in an ungagged site. A dan...
Every year the United States Anny Corps of Engineers (COE) is faced with the need to rehabilitate ag...
On average, flooding causes over five billion dollars of damage and 99 fatalities per year in the Un...
In this assignment we simulate a two meters wide dike stretch which is subjected to overflow. Three ...
The greatest cities in human history have risen up on the banks of rivers and by the seaside. In fac...
A section of California\u27s Sacramento-San Joaquin River Delta levees was analyzed to develop a rem...
The goal of this project is to increase the flood rating of the levees within the Natomas Basin, fro...
Two test cases of embankment breaching are selected in order to compare a simplified model to 2-D ca...
Spillways for large embankment dams typically feature an ogee structure and a section of concrete li...
The current methodology for embankment dams evaluation is not appropriate for levees of low heights,...
Project (M.S., Civil Engineering) -- California State University, Sacramento, 2010.This project pres...
The current procedures for calculated the probability of failure of levees (earthen structures desig...
This is the publisher’s final pdf. The article is copyrighted by the American Geophysical Union and ...