000			03141nam a2200325 i 4500
003			CSPC
005			20240319130953.0
008			240319s2022 ph af mab 000 0 eng d
040			_cCSPC _aCSPC _beng
090			_aUTH BSCE F178p 2022
100	1		_aFajardo, Jan Marc R., _eauthor.
245	1	0	_aProposed improvement plan of mini-dam in San Francisco, Baao, Camarines Sur / _cJan Marc R. Fajardo [and 4 others].
300			_a113 leaves
336			_atext _2rdacontent
337			_aunmediated _2rdamedia
338			_avolume _2rdacarrier
502			_aUndergraduate Theses (BSCE) - Civil Engineering. _cCamarines Sur Polytechnic Colleges, 2022.
504			_aIncludes bibliographical references.
520	3		_aThe capstone project proposed an improvement plan of mini-darn to enhance the irrigation in San Francisco, Baao, Camarines. The study determined the existing condition of the mini-dam in terms of physical structure and functionality, it also determined the existing condition of the river in terms of cross sections upstream and downstream, discharge and elevation of water and floodwater. The study determined an improvement plan in terms of architectural and hydromechanical appearance, the cost estimate was also determined. The data gathering procedure included site inspection, hydrographic surveying and interview. The design process included the use of AutoCAD and SketchUp software. The study did not include the design of the irrigation distribution system. The study identified that 1) Small cracks and damaged edges were visible in the structure and the main purpose of the mini-dam was to irrigate the farmlands of San Francisco. 2) The river upstream and downstream did not differ much in terms of cross section and discharge. 3) Ogee dam design was chosen in the design, two sluice gates were added. 4) The total anticipated cost of the project was six hundred sixty-four thousand four hundred thirty-five pesos. The researchers concluded that the mini-dam was due for renovation and the existing condition of the river did not affect much the result of the improvement plan. In view of findings and conclusion, the researchers recommended the following: 1) Conducting Strength analysis is recommended to determine the lifespan of the existing mini-dam, 2) Conduct a survey upstream beyond the bridge to obtain more accurate river discharge, 3) The researchers also recommend that the irrigation system must be included in the design, 4) Additional computation were recommended such as security cost, maintenance cost and return of investment, and 5) Conduct an actual field survey for the elevation of floodwater.
700	1		_aMontarde, John Vincent C., _eauthor
700	1		_aResuello, Jeferson B., _eauthor
700	1		_aSalvadora, Dominique S., _eauthor
700	1		_aSoreta, Camille Rose DR., _eauthor
720	1		_aBermal, Rowel Domingo N., _etechnical adviser
720	1		_aMontañez, Edna P., _echair, panelist
720	1		_aSalazar, Nilo R., _epanelist
720	1		_aAbala, John Carlo H., _epanelist
942			_2ddc _n0 _cUM _hF178p _iBSCE _kUTH _m2022
999			_c27283 _d27283