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Stormwater detention storage design ...

Haddock Lozada, Jose E.

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Stormwater detention storage design under dynamic storm loads.

紀錄類型:	書目-語言資料,印刷品 : Monograph/item
正題名/作者:	Stormwater detention storage design under dynamic storm loads./
作者:	Haddock Lozada, Jose E.
面頁冊數:	111 p.
附註:	Adviser: Rafael I. Segarra Garcia.
Contained By:	Masters Abstracts International41-03.
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1411141
ISBN:	0493858881

Stormwater detention storage design under dynamic storm loads.
Haddock Lozada, Jose E.

Stormwater detention storage design under dynamic storm loads. - 111 p.

Adviser: Rafael I. Segarra Garcia.

Thesis (M.S.)--University of Puerto Rico, Mayaguez (Puerto Rico), 2002.

Intensity-duration-frequency curves are traditionally used for the design of urban stormwater conveyance systems and detention facilities. This approach does not consider the time dependence of successive storm events, which is imperative on an operational level. A diversion-based methodology for the sizing of stormwater detention facilities is presented. The methodology is based on the estimation of the expected diverted runoff for a fixed detention volume. This methodology recognizes the time dependence of successive storm events by means of an inter-event time definition for the generation of storm events from an hourly rainfall record. A Weibull probability density function was used to describe the frequency of rainfall events volumes generated for six different inter-event time definitions. A comparison with the rational method shows that the methodology here presented gives more flexibility to the designer and the opportunity to evaluate the pond design in an operational level.

ISBN: 0493858881Subjects--Topical Terms:

783781
Engineering, Civil.

Stormwater detention storage design under dynamic storm loads.
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245 1 0 $a Stormwater detention storage design under dynamic storm loads.
300 $a 111 p.
500 $a Adviser: Rafael I. Segarra Garcia.
500 $a Source: Masters Abstracts International, Volume: 41-03, page: 0749.
502 $a Thesis (M.S.)--University of Puerto Rico, Mayaguez (Puerto Rico), 2002.
520 $a Intensity-duration-frequency curves are traditionally used for the design of urban stormwater conveyance systems and detention facilities. This approach does not consider the time dependence of successive storm events, which is imperative on an operational level. A diversion-based methodology for the sizing of stormwater detention facilities is presented. The methodology is based on the estimation of the expected diverted runoff for a fixed detention volume. This methodology recognizes the time dependence of successive storm events by means of an inter-event time definition for the generation of storm events from an hourly rainfall record. A Weibull probability density function was used to describe the frequency of rainfall events volumes generated for six different inter-event time definitions. A comparison with the rational method shows that the methodology here presented gives more flexibility to the designer and the opportunity to evaluate the pond design in an operational level.
590 $a School code: 0553.
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650 4 $a Hydrology. $3 545716
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