03572ntm a2200337 a 4500001001400000003000700014005001700021008004100038020002200079039011200101040000800213090002600221100002100247245011400268260003400382300007500416500005300491502009000544504002800634520174500662610006802407650004502475650001102520856006902531952012002600952013102720952012502851952013602976999002503112999009703137vtls000098136KUKTEM20251117113349.0161122t2016    my a   f abm  000 0 eng d  aTHE0000349(Local) 9a201905141727bnazirahc201712261209dnazric201611281443dsainic201611281443dsainiy201611221214zfateeha  aUMP  aFKASA .C43 2016 r Bc.1 aChan, Shiao Ting10aEvaluation of sewerage inflow and infiltration in residential areas within Kuantan, Pahang /cChan Shiao Ting  aKuantan, Pahang :bUMP,c2016  axiv, 71 p. :bill. (some col.), maps (some col.) ;c30 cm. +e2 CD-ROM  aFaculty of Civil Engineering and Earth Resources  aProject Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2016  aBibliography : p. 53-553 aInfiltration rate acts as important aspect in the design of sewerage system. The extraneous water that enters the sewer pipe system through leakage or improper connections will affect the flow rate and flow capacity of wastewater in the sewer pipe. This thesis deals with the inflow and infiltration that is occurring in the current sewerage system and the appropriateness of the sewer pipes design criteria through collection of data from field runs in three different residential areas which are Taman Lepar Hilir Saujana, Bandar Putra and Kota Sas. Besides that, this research also studies the effects of rainfall on inflow and infiltration in the sewerage system, which was found to be large. The data used in this research was obtained by using two area velocity flow-meters to measure the flow rate in the sewers as well as a rain gauge to collect the rainfall data at every location with an average duration of a month per location. This research was done on selected sewer lines connecting two manholes with no lateral branches in between each location. The data obtained was converted into graph form. Thus, inflow and infiltration of the sewerage system and its relationship with rainfall can be clearly seen. The results of inflow and infiltration are compared with the design infiltration rate prescribed in MS1228:1991 and Hammer & Hammer. The highest infiltration rate obtained at Taman Lepar Hilir Saujana (7756.36 liter/day/km/mm-dia); Bandar Putra (9213.53 liter/day/km/mm-dia) are much higher than the design limits mentioned in MS 1228:1991 (50 liter/day/km/mm-dia) and Hammer & Hammer (46 liter/day/km/mm-dia). There was leakage or blockage that occurred at Kota Sas where the infiltration rate was in the negative sign.20aFaculty of Civil Engineering and Earth ResourcesxDissertations 0aUniversities and CollegesxDissertations 0aTheses40uhttp://ecollib.ump.edu.my/id/eprint/3983zAccess in library only  00104076a10000b10000d2019-09-04l0oFKASA .C43 2016 r Bc.p0000114955r2019-09-04 00:00:00t1w2019-09-04yPSM  00104076a10000b10000d2019-09-04l0oCD 10202 | FKASA .C43 2016 r Bc.p0000114956r2019-09-04 00:00:00t1w2019-09-04yPSM  00104076a10000b10000d2019-09-04l0oFKASA .C43 2016 r Bc.p0000114893r2019-09-04 00:00:00t2w2019-09-04yPSMzc.2  00104076a10000b10000d2019-09-04l0oCD 10171 | FKASA .C43 2016 r Bc.p0000114894r2019-09-04 00:00:00t2w2019-09-04yPSMzc.2  aVIRTUA40c7389d7395  aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992