Cumulative equations for continuous time Chicago hyetograph method

ABSTRACT The Chicago method is a classical method based on IDF curves for obtaining design hyetographs which present rainfall rates as continuous functions of time, one valid for times before peak and another for after peak. The intensity peak of rainfall is arbitrarily positioned at time zero, the...

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Main Author: André Luiz Lopes da Silveira
Format: Article
Language:English
Published: Associação Brasileira de Recursos Hídricos
Series:Revista Brasileira de Recursos Hídricos
Subjects:
idf
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312016000300646&lng=en&tlng=en
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spelling doaj-bcac4be31f984019b87ebd553b50c7362020-11-25T03:02:50ZengAssociação Brasileira de Recursos HídricosRevista Brasileira de Recursos Hídricos2318-033121364665110.1590/2318-0331.011615094S2318-03312016000300646Cumulative equations for continuous time Chicago hyetograph methodAndré Luiz Lopes da SilveiraABSTRACT The Chicago method is a classical method based on IDF curves for obtaining design hyetographs which present rainfall rates as continuous functions of time, one valid for times before peak and another for after peak. The intensity peak of rainfall is arbitrarily positioned at time zero, the function before peak counting time reversely and the function after peak with time axis normally. The time duration of the hyetograph before peak is determined by multiplying the total duration by a displacement factor with value between zero and one. This technical note presents both equations for before and after peak with the same time axis (time zero at the beginning of hyetograph) to facilitate applications of the Chicago method. The equations presented show cumulated rainfall depths resulting from exact integrals over chronological time of the original Chicago method’s rainfall intensity equations. That is, at every instant of time from the beginning of the hyetograph one has the exact value of cumulated rainfall. Thus, by decumulation, the sequential rainfall hyetograph depths are obtained. There is an advantage in using these equations which are easily introduced in spreadsheets.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312016000300646&lng=en&tlng=enmétodo de chicagohietograma de projetoidf
collection DOAJ
language English
format Article
sources DOAJ
author André Luiz Lopes da Silveira
spellingShingle André Luiz Lopes da Silveira
Cumulative equations for continuous time Chicago hyetograph method
Revista Brasileira de Recursos Hídricos
método de chicago
hietograma de projeto
idf
author_facet André Luiz Lopes da Silveira
author_sort André Luiz Lopes da Silveira
title Cumulative equations for continuous time Chicago hyetograph method
title_short Cumulative equations for continuous time Chicago hyetograph method
title_full Cumulative equations for continuous time Chicago hyetograph method
title_fullStr Cumulative equations for continuous time Chicago hyetograph method
title_full_unstemmed Cumulative equations for continuous time Chicago hyetograph method
title_sort cumulative equations for continuous time chicago hyetograph method
publisher Associação Brasileira de Recursos Hídricos
series Revista Brasileira de Recursos Hídricos
issn 2318-0331
description ABSTRACT The Chicago method is a classical method based on IDF curves for obtaining design hyetographs which present rainfall rates as continuous functions of time, one valid for times before peak and another for after peak. The intensity peak of rainfall is arbitrarily positioned at time zero, the function before peak counting time reversely and the function after peak with time axis normally. The time duration of the hyetograph before peak is determined by multiplying the total duration by a displacement factor with value between zero and one. This technical note presents both equations for before and after peak with the same time axis (time zero at the beginning of hyetograph) to facilitate applications of the Chicago method. The equations presented show cumulated rainfall depths resulting from exact integrals over chronological time of the original Chicago method’s rainfall intensity equations. That is, at every instant of time from the beginning of the hyetograph one has the exact value of cumulated rainfall. Thus, by decumulation, the sequential rainfall hyetograph depths are obtained. There is an advantage in using these equations which are easily introduced in spreadsheets.
topic método de chicago
hietograma de projeto
idf
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S2318-03312016000300646&lng=en&tlng=en
work_keys_str_mv AT andreluizlopesdasilveira cumulativeequationsforcontinuoustimechicagohyetographmethod
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