An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges).

Abstract. The study is focused on evaluating the responses of some existing bridges in Metro Manila, particularly Tullahan Bridge, Sevilla, and Don Galo-La Huerta Bridge when subjected to a design flood of 50-year frequency. The analysis will present Hydrologic and Hydraulic computations pertaining...

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Main Author: Benitez, Ana Marie Joy C.
Format: text
Published: Animo Repository 2000
Online Access:https://animorepository.dlsu.edu.ph/etd_bachelors/1750
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Institution: De La Salle University
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spelling oai:animorepository.dlsu.edu.ph:etd_bachelors-27502020-10-26T09:30:03Z An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges). Benitez, Ana Marie Joy C. Abstract. The study is focused on evaluating the responses of some existing bridges in Metro Manila, particularly Tullahan Bridge, Sevilla, and Don Galo-La Huerta Bridge when subjected to a design flood of 50-year frequency. The analysis will present Hydrologic and Hydraulic computations pertaining to the bridgesite. The Rational Method was utilized, as it is one of the simplest and most popular methods used for Highway Drainage Design. Additionally, due to lack of data in Metro Manila, only an estimation of flow, by means of the Rational Method is the best approach. The output of the study shows that among the three bridges under study, Tullahan Bridge receives the most floods during rainy seasons. 2000-01-01T08:00:00Z text https://animorepository.dlsu.edu.ph/etd_bachelors/1750 Bachelor's Theses Animo Repository
institution De La Salle University
building De La Salle University Library
continent Asia
country Philippines
Philippines
content_provider De La Salle University Library
collection DLSU Institutional Repository
description Abstract. The study is focused on evaluating the responses of some existing bridges in Metro Manila, particularly Tullahan Bridge, Sevilla, and Don Galo-La Huerta Bridge when subjected to a design flood of 50-year frequency. The analysis will present Hydrologic and Hydraulic computations pertaining to the bridgesite. The Rational Method was utilized, as it is one of the simplest and most popular methods used for Highway Drainage Design. Additionally, due to lack of data in Metro Manila, only an estimation of flow, by means of the Rational Method is the best approach. The output of the study shows that among the three bridges under study, Tullahan Bridge receives the most floods during rainy seasons.
format text
author Benitez, Ana Marie Joy C.
spellingShingle Benitez, Ana Marie Joy C.
An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges).
author_facet Benitez, Ana Marie Joy C.
author_sort Benitez, Ana Marie Joy C.
title An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges).
title_short An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges).
title_full An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges).
title_fullStr An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges).
title_full_unstemmed An evaluation of some existing bridges in Metro Manila (hydraulies approach) (applied on Tullahan, Sevilla, and Don Galo-La Huerta bridges).
title_sort evaluation of some existing bridges in metro manila (hydraulies approach) (applied on tullahan, sevilla, and don galo-la huerta bridges).
publisher Animo Repository
publishDate 2000
url https://animorepository.dlsu.edu.ph/etd_bachelors/1750
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