000 02364ntm a2200277 a 4500
001 vtls000099270
003 KUKTEM
005 20251117113328.0
008 170420t2017 my a f am 000 0 eng d
020 _aTHE0000313(Local)
039 9 _a201905141658
_bnazirah
_y201704201511
_zsaini
040 _aUMP
090 _aFKASA .A87 2017 r Bc.
100 0 _aAsraf Kamaludin
245 1 0 _aSewerage inflow and infiltration study in Bandar Putra, Kuantan /
_cAsraf Kamaludin
260 _aKuantan, Pahang :
_bUMP,
_c2017
300 _axiv, 63 p. :
_bill. (some col.) ;
_c30 cm. +
_e1 CD ROM
500 _aFaculty of Civil Engineering and Earth Resources
502 _aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2017
504 _aBibliography : p. 58-59
520 3 _aThe sanitary sewer or a treatment plant design needs the valuation of extent of extraneous water that seeps into the system. The study provides the suitability of some of the design parameters used by the local engineers. Specific attention is also given to the variation of inflow / infiltration with respect to rainfall amount which is found to be very high. The data used in making the evaluation is obtained using the flow-meters for directly measuring the flow in a running sewer line in residential area in Bandar Putra within two weeks of duration for each set of data, collecting and measuring the amount of water flowing in an abandoned sewer line (field study) continuously until five set of data collected which include both dry and wet periods. The rainfall is measured using automatic rain-gauge installed in sewerage treatment plant. The results show that the infiltration into the sewers much higher than allowable under Malaysian Standards and infiltration as high as 417.90 liters/day/km-length/mm diameter is found during wet period. The results thus obtained are going to be helpful for the community agencies and their consulting engineers quantify and simulate rainfall derived infiltration and inflow that affects the sewer systems they design, build and maintenance.
610 2 0 _aFaculty of Civil Engineering and Earth Resources
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
999 _aVIRTUA40
_c6814
_d6820
999 _aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*9992