STUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI

Floods in capital of Sinjai regency that occur on June 20th, 2006 form biggest floods in last 15 years period of time. Flood that happen caused by overflow River of Tangka and Mangottong which its flow by pass Sinjai Town. Based on analyze from rainfall data, floods occur caused by Q14 year equal...

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Main Author: (NIM 95006034); Pembimbing: Dr. Ir. M. Syahril B.K. dan Ir. Noortjahyono, Dipl. HE., RAHAYU
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/13074
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:13074
spelling id-itb.:130742017-09-27T15:23:34ZSTUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI (NIM 95006034); Pembimbing: Dr. Ir. M. Syahril B.K. dan Ir. Noortjahyono, Dipl. HE., RAHAYU Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/13074 Floods in capital of Sinjai regency that occur on June 20th, 2006 form biggest floods in last 15 years period of time. Flood that happen caused by overflow River of Tangka and Mangottong which its flow by pass Sinjai Town. Based on analyze from rainfall data, floods occur caused by Q14 year equal to 1112,34 m3/second at Tangka River and Q25,3 year equal to 346,66 m3/second at Mangottong River. Floods control effort choosen Q25 annual with floods discharge equal to 1,264.88 m3/second at Tangka River and 345,66 m3/second at Mangottong River. There are some proposed alternative of floods controls that is embankment/dyke development, retarding basin and reservoir. Evaluation for alternative proposal of floods control done based on competitive profile matrix, and for hirdolic performance by assist of mathematic model HEC-RAS. Based on that evaluation, retarding basin form better alternative at beginning stage. Retarding basin as alternative I in floods control in town of Sinjai regency have capacity of floods control for reduction floods discharge equal to 512,34 m3/second (40,40%) at Tangka River and 181,71 m3/second (37,90%) at Mangottong River or in other words can reduce floods impact equal to 83,41% at Tangka River and 97,29% at Mangottong River. In further stage, proposed reservoir development (Alternative II), form to effort of better floods control for Sinjai Town. Simulation result represent to that reservoir can reduce floods volume equal to 30.548.556 m3 from floods volume 20.694.294 m3 which must reduced, beside for floods control, reservoir can multipurpose function. Some alternative of floods control which analyzed in this study, expected to give recommendation in floods control effort of Sinjai regency. text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Floods in capital of Sinjai regency that occur on June 20th, 2006 form biggest floods in last 15 years period of time. Flood that happen caused by overflow River of Tangka and Mangottong which its flow by pass Sinjai Town. Based on analyze from rainfall data, floods occur caused by Q14 year equal to 1112,34 m3/second at Tangka River and Q25,3 year equal to 346,66 m3/second at Mangottong River. Floods control effort choosen Q25 annual with floods discharge equal to 1,264.88 m3/second at Tangka River and 345,66 m3/second at Mangottong River. There are some proposed alternative of floods controls that is embankment/dyke development, retarding basin and reservoir. Evaluation for alternative proposal of floods control done based on competitive profile matrix, and for hirdolic performance by assist of mathematic model HEC-RAS. Based on that evaluation, retarding basin form better alternative at beginning stage. Retarding basin as alternative I in floods control in town of Sinjai regency have capacity of floods control for reduction floods discharge equal to 512,34 m3/second (40,40%) at Tangka River and 181,71 m3/second (37,90%) at Mangottong River or in other words can reduce floods impact equal to 83,41% at Tangka River and 97,29% at Mangottong River. In further stage, proposed reservoir development (Alternative II), form to effort of better floods control for Sinjai Town. Simulation result represent to that reservoir can reduce floods volume equal to 30.548.556 m3 from floods volume 20.694.294 m3 which must reduced, beside for floods control, reservoir can multipurpose function. Some alternative of floods control which analyzed in this study, expected to give recommendation in floods control effort of Sinjai regency.
format Theses
author (NIM 95006034); Pembimbing: Dr. Ir. M. Syahril B.K. dan Ir. Noortjahyono, Dipl. HE., RAHAYU
spellingShingle (NIM 95006034); Pembimbing: Dr. Ir. M. Syahril B.K. dan Ir. Noortjahyono, Dipl. HE., RAHAYU
STUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI
author_facet (NIM 95006034); Pembimbing: Dr. Ir. M. Syahril B.K. dan Ir. Noortjahyono, Dipl. HE., RAHAYU
author_sort (NIM 95006034); Pembimbing: Dr. Ir. M. Syahril B.K. dan Ir. Noortjahyono, Dipl. HE., RAHAYU
title STUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI
title_short STUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI
title_full STUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI
title_fullStr STUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI
title_full_unstemmed STUDY OF SURFACE RUN OFF FLOW CONTROL RIVER OF TANGKA AND MANGOTTONG TO FLOODS SINJAI TOWN SOUTH SULAWESI
title_sort study of surface run off flow control river of tangka and mangottong to floods sinjai town south sulawesi
url https://digilib.itb.ac.id/gdl/view/13074
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