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005			20220901102012.0
008			211123b |||||||| |||| 00| 0 eng d
040			_cCvSU Main Campus Library
041	0		_aeng
082	0	4	_a631.7 _bM37 2019
100			_914530 _aMasiglat, Andresito Jr. F. _eauthor
245	1	0	_aProposed design of irrigation facility for agricultural land water efficiency in Barangay TulayA and Tulay B Maragondon, Cavite / _cby Andresito F. Masiglat Jr. and Roperto T. Villapaz.
260			_aIndang, Cavite : _bCavite State University- Main Campus, _c2019.
300			_axxi, 249 pages : _billustrations ; _c28 cm.
336			_2rdacontent _atext
337			_2rdamedia _aunmediated
338			_2rdacarrier _avolume
500			_aDesign Project (Bachelor of Science in Civil Engineering) Cavite State University.
504			_aIncludes bibliographical references.
508			_aCollege of Engineering and Information Technology (CEIT), Department of Civil Engineering
520	3		_aMASIGLAT, ANDRESITO FR. F. and VILLAPAZ, ROPERTO T. Proposed Design .f Irrigation Facility for Agricultural Land Water Efficiency in Barangay Tulay A and Tulay B, Maragondon, Cavite. Undergraduate Design Project. Bachelor of Science in Civil Engineering, Cavite State University, Indang, Cavite. June 2019. Adviser: Engr. Renato B. Cubilla. The study was conducted from November 2018 to March 2019 at the College of Engineering and Information Technology, Cavite State University, Indang Cavite to provide a design of irrigation facility of agricultural land in Barangay Tulay A and Tulay B, Maragondon Cavite. Cavite province had a total land resource at 142,706 hectares, where in 49.38 % of the total land resources were agricultural land (7.446.53 hectares) and the remaining 50.704 % (72,239.47 hectares) belongs to non-agricultural land area. The study was provide a design and analysis of reinforced concrete diversion dam and canal networks at Brgy. Malibiclibic, General Emilio Aguinaldo, Province of Cavite that supports the agricultural land in the said site. The design specifically aimed to provide architectural and structural plan of the structure facility; design the diversion dam and its networks that will withstand against unexpected situation; provide the detailed cost estimate of the project and specification; lastly, to provide tarpaulin of the design diversion dtma to showcase the proposed project. The analysis of said diversion dam was started from the hydraulic design. The researchers assumed a height and computed the possible afflux elevation based on um flood condition that the researchers computed. The computed afflux elevation liras 6.20 m and it serves as the maximum height of water that may occur in the darn. The researchers analyze the hydraulic jump to compute the length of the downstream apron which was 14 m and determined the sizes of chute blocks, baffle blocks and end sill. The shape of the dam that the researchers adopt was trapezoidal and the proportioning of the section of the dam is based on calculation of the shape of the crest of ogee dam as stated on the methodology. The diversion dam included the design of stem, base, heel and toe with a total length of 24 m and height of 4.27 m as computed. While the canal networks for the agricultural land was divided into 4 sections having a total length of 3.515 km as calculated. The total projected estimate cost for the reinforced concrete diversion dam was ₱ 9.501,610.81. While total estimated cost computed for concrete irrigation canal was ₱ 63, 359,971.81. The projected project total cost estimate for the whole irrigation facility was ₱72. 861,582.63. The conduct design project serves as practical application of the knowledge, ideas and design concept regarding structural and water resource engineering that the researchers learned inside the classroom. It enriched the researchers' skills regarding civil works estimate, preparation of architectural and structural plan, and design analysis of reinforced concrete dam. The study also enhanced the knowledge of the researchers in using engineering software such as AutoCAD, Sketch up Pro and Lumion. If the design of diversion dam was implemented, suitable cut-off must be considered during construction and should be according to standard, to minimize the failure oldie dam against sliding.
541			_cSubmitted to the University Library _dAugust 11, 2019 _eDP-665
650		0	_93082 _aIrrigation
650		0	_9669 _aCivil engineering
690			_91678 _aBachelor of Science in Civil Engineering
700			_914531 _aVillapaz, Roperto T. _eauthor
700			_92640 _aCubilla, Renato B. _eadviser
856			_uhttp://library.cvsu.edu.ph/cgi-bin/koha/opac-retrieve-file.pl?id=9e5e004482e8ab681c39e252c8e7ed4f _yClick here to view thesis abstract and table of contents
942			_2ddc _cMAN
999			_c34840 _d34840