Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim
Design flood estimation is fundamental to ensure that economic engineering design, of a hydraulic structure with adequate standards of safety can be achieved. The research studied the feasibility of two established and widely used synthetic unit hydrograph methods for Malaysian design flood estimati...
| Main Authors: | , , |
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| Format: | Research Reports |
| Language: | English |
| Published: |
Institute of Research, Development and Commercialization, Universiti Teknologi MARA
2003
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| Subjects: | |
| Online Access: | https://ir.uitm.edu.my/id/eprint/8487/ |
| _version_ | 1848802869939011584 |
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| author | Tahir, Wardah Abu Bakar, Sahol Hamid Ibrahim, Zaidah |
| author_facet | Tahir, Wardah Abu Bakar, Sahol Hamid Ibrahim, Zaidah |
| author_sort | Tahir, Wardah |
| building | UiTM Institutional Repository |
| collection | Online Access |
| description | Design flood estimation is fundamental to ensure that economic engineering design, of a hydraulic structure with adequate standards of safety can be achieved. The research studied the feasibility of two established and widely used synthetic unit hydrograph methods for Malaysian design flood estimation, therefore the better method could be recommended for ungauged Malaysian catchments. The SCS (now known as NRCS) and Snyder's procedures were developed based on studies of catchments ranging in size and geographic locations in the United States. In this research, five catchments in Selangor were selected and observed storm hyetographs and their corresponding total runoff hydrographs were studied in detail to derive unit hydrographs, In the record period of 3 years (1999-2001), 28 single storms were found to be suitable for unit hydrograph derivation. Applying the two methods, synthetic unit hydrographs were derived using the geomorpho logic characteristics of the catchments and comparisons were made between the synthetic unit hydrographs and the observed unit hydrographs. The study found that both methods calculate the peak discharges well, but Snyder's method calculates the time to peak better than the SCS. It can be inferred from the time to peak results that if one uses SCS method to perform flood estimation, the time taken for the flood to rise could be slower than the actual time. The base time is better calculated by the Snyder's method with a further improvement recommended by the study; that is changing the factor of 5 to 3 in the base time equation. The proposed reduce factor which has been verified is suggested based on the fact that Malaysia is a tropical country which is naturally warmer than the United States, hence storm water would possibly attenuates faster. The second part of the report discusses the enhancement of Deflood with a knowledge-based system to assist users with design flood estimations. An interactive, flexible and adaptable system that guides the users in decision making for design flood estimation was developed as a result of the study. |
| first_indexed | 2025-11-14T21:30:13Z |
| format | Research Reports |
| id | uitm-8487 |
| institution | Universiti Teknologi MARA |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T21:30:13Z |
| publishDate | 2003 |
| publisher | Institute of Research, Development and Commercialization, Universiti Teknologi MARA |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | uitm-84872023-07-02T23:24:58Z https://ir.uitm.edu.my/id/eprint/8487/ Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim Tahir, Wardah Abu Bakar, Sahol Hamid Ibrahim, Zaidah Floods Design flood estimation is fundamental to ensure that economic engineering design, of a hydraulic structure with adequate standards of safety can be achieved. The research studied the feasibility of two established and widely used synthetic unit hydrograph methods for Malaysian design flood estimation, therefore the better method could be recommended for ungauged Malaysian catchments. The SCS (now known as NRCS) and Snyder's procedures were developed based on studies of catchments ranging in size and geographic locations in the United States. In this research, five catchments in Selangor were selected and observed storm hyetographs and their corresponding total runoff hydrographs were studied in detail to derive unit hydrographs, In the record period of 3 years (1999-2001), 28 single storms were found to be suitable for unit hydrograph derivation. Applying the two methods, synthetic unit hydrographs were derived using the geomorpho logic characteristics of the catchments and comparisons were made between the synthetic unit hydrographs and the observed unit hydrographs. The study found that both methods calculate the peak discharges well, but Snyder's method calculates the time to peak better than the SCS. It can be inferred from the time to peak results that if one uses SCS method to perform flood estimation, the time taken for the flood to rise could be slower than the actual time. The base time is better calculated by the Snyder's method with a further improvement recommended by the study; that is changing the factor of 5 to 3 in the base time equation. The proposed reduce factor which has been verified is suggested based on the fact that Malaysia is a tropical country which is naturally warmer than the United States, hence storm water would possibly attenuates faster. The second part of the report discusses the enhancement of Deflood with a knowledge-based system to assist users with design flood estimations. An interactive, flexible and adaptable system that guides the users in decision making for design flood estimation was developed as a result of the study. Institute of Research, Development and Commercialization, Universiti Teknologi MARA 2003 Research Reports NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/8487/2/8487.pdf Tahir, Wardah and Abu Bakar, Sahol Hamid and Ibrahim, Zaidah (2003) Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim. (2003) [Research Reports] (Submitted) |
| spellingShingle | Floods Tahir, Wardah Abu Bakar, Sahol Hamid Ibrahim, Zaidah Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim |
| title | Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim |
| title_full | Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim |
| title_fullStr | Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim |
| title_full_unstemmed | Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim |
| title_short | Synthetic unit hydrograph for Selangor basins and the enhancement of deflood software / Wardah Tahir, Sahol Hamid Abu Bakar and Zaidah Ibrahim |
| title_sort | synthetic unit hydrograph for selangor basins and the enhancement of deflood software / wardah tahir, sahol hamid abu bakar and zaidah ibrahim |
| topic | Floods |
| url | https://ir.uitm.edu.my/id/eprint/8487/ |