MARC details
| 000 -LEADER |
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| fixed length control field |
02626nam a22001817a 4500 |
| 003 - CONTROL NUMBER IDENTIFIER |
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| control field |
OSt |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20240829145937.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
240829b |||||||| |||| 00| 0 eng d |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
MMSU |
| Transcribing agency |
ULS |
| 100 ## - MAIN ENTRY--PERSONAL NAME |
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| Personal name |
Badiang, John Patrick G...et.al. |
| 245 ## - TITLE STATEMENT |
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| Title |
A Comprehensive analysis and design proposal for the drainage system of Barangay 4 San Bartolome, San Nicolas, Ilocos Norte / |
| Statement of responsibility, etc. |
John Patrick G. Badiang, Katelyn Balantac, Zyrisj Jhoyce T. Corpuz, Rezinmae B. Macayanan |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. |
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| Place of publication, distribution, etc. |
City of Batac : |
| Name of publisher, distributor, etc. |
MMSU, |
| Date of publication, distribution, etc. |
2024. |
| 300 ## - PHYSICAL DESCRIPTION |
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| Extent |
xvii, 117 leaves : |
| Dimensions |
28 cm. |
| 500 ## - GENERAL NOTE |
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| General note |
UTHESIS (Bachelor of Science in Civil Engineering) |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
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| Bibliography, etc. note |
Bibliography : leaves 85-91 |
| 520 ## - SUMMARY, ETC. |
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| Summary, etc. |
This study was conducted to analyze the existing drainage system of Barangay.<br/>4 San Bartolome, San Nicolas, Ilocos Norte. This study proposed a drainage system <br/>plan that can cater check capacity and prevent flooding in the area. The data gathering <br/>procedure of this study covered three main segments: obtaining rainfall data, elevation <br/>model, and CDRA report during typhoon Egay, mapping of the elevation model, and <br/>simulation and validation of simulated data from actual conditions using EPA-SWMM. <br/>In analyzing the existing drainage system, particularly the flooded areas, the surface <br/>runoff was evaluated. Conduit dimensions and slopes that are inefficient to contain <br/>water runoff are also assessed through EPA-SWMM software using the 25-year return <br/>period. In the design of proposed drainage system, rerouting, modification of conduit <br/>dimensions, and incorporation of storage tank and pump link were piloted.<br/>Simulation results of the existing drainage system showed that 5 conduit links <br/>surpassed their capacity, leading to localized flooding at those areas. Localized <br/>flooding had a cumulative discharge volume of 72,244 cubic meters throughout the <br/>observation period of 3 days. Additionally, 19 out of 38 conduits are insufficient in <br/>catering water runoff making allowance for freeboard. Drew on the assessment of the <br/>existing drainage system through simulation, six (6) trials of conduit dimension <br/>adjustments were made. Successful trial results showed that all 49 conduits were <br/>adequately calibrated to accommodate runoff water while maintaining sufficient <br/>freeboard. <br/>Based on the analysis of the existing and design of the proposed drainage <br/>system, the researchers concluded that particular existing conduits were not adequate. <br/>Therefore, the incorporation of the proposed drainage system that can adequately <br/>accommodate water runoff considering freeboard is needed. |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
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| Source of classification or shelving scheme |
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| Koha item type |
Thesis/Dissertation |