000			01807nam a22001817a 4500
003			OSt
005			20240828115021.0
008			240820b |||||||| |||| 00| 0 eng d
040			_aMMSU _cULS
100			_aLista, Jeduthun RV A.
245			_aEstablishment of drainage master plan in San Agustin Church, Paoay, Ilocos Norte / _cJeduthun RV A. Lista, Ma. Jhamine T. Pungtilan, Arvin Jan Tangonan, Edna Mae M. Teaño
260			_aCity of Batac : _bMMSU, _c2024.
300			_axix, 90 leaves : _c28 cm
500			_aUTHESIS (Bachelor of Science in Civil Engineering)
504			_aBibliography: leaves 79 to 81
520			_aThis study was conducted to assess the drainage system of Brgy. Veronica, Paoay, Ilocos Norte. This study proposed appropriate measures in mitigating the flooding in the area. The data gathering procedure of this study covered two phases: (1) collection and processing of data for diagnosing the stormwater drainage system; and (2) development of a design plan for the drainage system. In assessing the drainage system of Brgy. Veronica, Paoay, Ilocos Norte, the surface runoff was evaluated through EPA SWMM software using the 5-, 10-, 25-, 50- , and 100-year return period. Simulation results showed that six junctions were flooded in 5-year return period namely junctions 1, 2, 7, 9, 13, and 17. In the 10, 25, 50, and 100-year return period, seven junctions were flooded namely junctions 1, 2, 7, 9, 13, 17, and 19. Junction 13 was the most flooded junction in all return periods with a maximum discharge of 2.84 cubic meters per second (cms) with the most volume of water with 21.593x106 liters. To conclude, based on the assessment of drainage system through simulation, the researchers concluded that particular drainage were not adequate.
942			_2lcc _cTHEDIS
999			_c23327 _d23327