219 p.Thesis (Ph.D.)--University of Illinois at Urbana-Champaign, 1982.Urban runoff design storm selection has in the past been arbitrary at times. This has led to inadequate and unreliable capacity design of urban runoff structures. By utilizing a continuous urban runoff digital computer model, the frequency response of selected urban basins to a selected historical point rainfall record is generated. This frequency response is subsequently used as a criterion for the selection of a set of design storms. Expectation and optimization are applied to obtain reliable design storms. Results indicate that both expectation and optimization analysis yield reliable design storms. Application of expectation analysis to a two-parameter design storm m...
For the design and operation of urban drainage systems with numerical simulation models, long, conti...
The current approach for protecting the receiving water environment from urban stormwater pollution ...
A reliable and long dataset describing urban flood locations, volumes and depths would be an ideal p...
Stormwater runoff is generally simulated using a design storm as input. The use of design storms sig...
This report describes an evaluation of the assumption commonly employed in drainage design that the ...
Traditional design method for urban drainage systems is based on design storms and its major drawbac...
The proper assessment of design flood is a major concern for many hydrological applications in small...
The main objective of this study is to develop an accurate design method for computi...
The present research develops a systematic application of a selected family of 11 well-known design ...
The current approach for protecting the receiving water environment from urban stormwater pollution ...
The objectives of this paper were to test the ability of various design storm distributions to simul...
The objectives of this paper were to test the ability of various design storm distributions to simul...
Two most frequently used procedures for obtaining design flow rates in urban drainage pra...
Intensity-duration-frequency curves are traditionally used in the design of urban runoff treatment a...
A design storm definition procedure for the sizing of channels within mixed urban and lowland rice d...
For the design and operation of urban drainage systems with numerical simulation models, long, conti...
The current approach for protecting the receiving water environment from urban stormwater pollution ...
A reliable and long dataset describing urban flood locations, volumes and depths would be an ideal p...
Stormwater runoff is generally simulated using a design storm as input. The use of design storms sig...
This report describes an evaluation of the assumption commonly employed in drainage design that the ...
Traditional design method for urban drainage systems is based on design storms and its major drawbac...
The proper assessment of design flood is a major concern for many hydrological applications in small...
The main objective of this study is to develop an accurate design method for computi...
The present research develops a systematic application of a selected family of 11 well-known design ...
The current approach for protecting the receiving water environment from urban stormwater pollution ...
The objectives of this paper were to test the ability of various design storm distributions to simul...
The objectives of this paper were to test the ability of various design storm distributions to simul...
Two most frequently used procedures for obtaining design flow rates in urban drainage pra...
Intensity-duration-frequency curves are traditionally used in the design of urban runoff treatment a...
A design storm definition procedure for the sizing of channels within mixed urban and lowland rice d...
For the design and operation of urban drainage systems with numerical simulation models, long, conti...
The current approach for protecting the receiving water environment from urban stormwater pollution ...
A reliable and long dataset describing urban flood locations, volumes and depths would be an ideal p...