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Stormwater detention storage design ...

Haddock Lozada, Jose E.

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Stormwater detention storage design under dynamic storm loads.

Record Type:	Language materials, printed : Monograph/item
Title/Author:	Stormwater detention storage design under dynamic storm loads./
Author:	Haddock Lozada, Jose E.
Description:	111 p.
Notes:	Adviser: Rafael I. Segarra Garcia.
Contained By:	Masters Abstracts International41-03.
Subject:	Engineering, Civil. -
Online resource:	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.
LDR:01881nam 2200277 a 45 001 937167
005 20110511
008 110511s2002 eng d
020 $a 0493858881
035 $a (UnM)AAI1411141
035 $a AAI1411141
040 $a UnM $c UnM
100 1 $a Haddock Lozada, Jose E. $3 1261034
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.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Hydrology. $3 545716
690 $a 0388
690 $a 0543
710 2 0 $a University of Puerto Rico, Mayaguez (Puerto Rico). $3 1017811
773 0 $t Masters Abstracts International $g 41-03.
790 $a 0553
790 1 0 $a Segarra Garcia, Rafael I., $e advisor
791 $a M.S.
792 $a 2002
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1411141