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FINAL YEAR PROJECTFINAL YEAR PROJECT2004/20052004/2005
1616thth -- July July -- 20042004
9.30 am 9.30 am
By : By : Dr. Dr. AminuddinAminuddin AbAb. . GhaniGhani
Supervisor :Supervisor : Dr. Nor Dr. Nor AzaziAzazi ZakariaZakaria
Student :Student :1.1. NasruddienNasruddien Bin Bin MohdMohd Nor Nor SaidiSaidi
Supervisor :Supervisor : Dr. Dr. AminuddinAminuddin AbAb. . GhaniGhani
Student :Student :1.1. AishahturizdahAishahturizdah BteBte AshgulAshgul
2.2. FakrulFakrul FahmyFahmy Bin Bin TaufiakTaufiak
3.3. MahadiMahadi Bin Bin BaharudinBaharudin
4.4. MohamadMohamad AnsarAnsar Bin Bin DeraniDerani
5.5. TengkuTengku SaifulSaiful TengkuTengku ShariffShariff
2
Student : Student : AishahturizdahAishahturizdah BteBte AshgulAshgul
Facilitator : Facilitator : PnPn. . KhairulKhairul RahmahRahmah AyubAyub
Pollutant Removal Capability of An Pollutant Removal Capability of An Ecological SwaleEcological Swale
Scope of WorkScope of WorkData Collection : Water sampling by grab Data Collection : Water sampling by grab –– 2 Set @ 10 2 Set @ 10 minitminit / 4 / 4 botolbotol
Data Analysis : TP, TSS, Data Analysis : TP, TSS, PbPb
ReferenceReference1. Chew Ying Ying
Chew, Y.Y., (2004). Stormwater Treatment Using BIOECODS’ Ecological Pond (Wetpond, Detention Pond & Wetland), Final Year Project Thesis, Universiti Sains Malaysia, Penang, Malaysia.
2. Maznah Makhtar
Makhtar, M., (2004). Rawatan Kualiti Air Larian Menggunakan Sistem Saliran Bio-Ekologikal (BIOECODS), Final Year Project Thesis, Universiti Sains Malaysia, Penang, Malaysia.
Pollutant Removal Capability of An Pollutant Removal Capability of An Ecological SwaleEcological Swale
3
Pollutant Removal Capability of An Pollutant Removal Capability of An Ecological SwaleEcological Swale
Distance between 2 sections = Minimum 60 m
Downstream
Upstream
Student : Student : FakrulFakrul FahmyFahmy Bin Bin TaufiakTaufiak
Facilitator : Mr. Chang Chun Facilitator : Mr. Chang Chun KiatKiat
Flow & Sediment Characteristic of Flow & Sediment Characteristic of SungaiSungai KulimKulim
Scope of WorkScope of WorkData Collection : Cross Section, Bed Material, Flow Discharge, bData Collection : Cross Section, Bed Material, Flow Discharge, bed Loaded Load
Data Analysis : Cross Section Changes, Bed Load rating Curve, Data Analysis : Cross Section Changes, Bed Load rating Curve, Flow Rating CurveFlow Rating Curve
ReferencesReferences
2. Lee Chee Beng : Lee, C.B., (2001). Application of River Modeling (Fluvial-12): Case Study of Kulim River and Melaka River. Final Year Project Thesis, Universiti Sains
Malaysia, Penang, Malaysia.
1. Nasehir Khan : Yahaya, N.E.M., (1999). Development of Sediment Rating Curves for Rivers in Malaysia: Case Studies of Pari, Kerayong and Kulim Rivers, MSc. Thesis,
Universiti Sains Malaysia, Penang, Malaysia.
3. Koey Boon Chin : Koay, B.C., (2004). River Equilibrium : Case Study of Kulim River, Final Year Project Thesis, Universiti Sains Malaysia, Penang, Malaysia.
4
Ch 11800
Ch 3000
Ch 5980
Ch 1000
Ara Kuda
Ch 8200
On-Site River Survey13th May 2004 @ Ara Kuda
Flow & Sediment Characteristic of Flow & Sediment Characteristic of SungaiSungai KilimKilim
5
Student : Student : MahadiMahadi Bin Bin BaharudinBaharudin
Facilitator : Mr. Facilitator : Mr. ShahrulShahrul AiedeyAiedey bin Mohammedbin Mohammed
Flow Characteristic of An Ecological SwaleFlow Characteristic of An Ecological Swale
Scope of WorkScope of WorkData Collection : Flow DischargeData Collection : Flow Discharge
Data Analysis : ManningData Analysis : Manning’’s ns n
ReferenceReference1. Wong Yin Meng :
Wong, Y.M., (2004). Hydraulic Characteristic of Ecological Swale, Final Year Project Thesis, Universiti Sains Malaysia, Penang, Malaysia.
Upstream
Downstream
Flow Characteristic of An Ecological SwaleFlow Characteristic of An Ecological Swale
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Student : Student : MohamadMohamad AnsarAnsar Bin Bin DeraniDerani
Facilitator : Mr. Facilitator : Mr. ShahrulShahrul AiedeyAiedey bin Mohammedbin Mohammed
Flow Characteristic of A Flow Characteristic of A WetpondWetpond
Scope of WorkScope of WorkData Collection : Flow Discharge at Inlet & OutletData Collection : Flow Discharge at Inlet & Outlet
Data Analysis : Peak Flow AttenuationData Analysis : Peak Flow Attenuation
OutletInlet
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Bed Water Surface
Flow Measurement at Earth ChannelFlow Measurement at Earth Channel
Student : Student : TengkuTengku SaifulSaiful TengkuTengku ShariffShariff
Facilitator : Mr. Facilitator : Mr. ShahrulShahrul AiedeyAiedey bin Mohammedbin Mohammed
Peak Flow Attenuation Using Dry PondPeak Flow Attenuation Using Dry Pond
Scope of WorkScope of WorkData Collection : Infiltration, Water LevelData Collection : Infiltration, Water Level
Data Analysis : Infiltration Curve, Ponding TimeData Analysis : Infiltration Curve, Ponding Time
8
31 2
7
456
98
Infiltration TestInfiltration Test
(c) (b)
DP K
(a)
Dry Pond K
Ponding TimePonding Time
11
Student : Student : NasruddienNasruddien Bin Bin MohdMohd Nor Nor SaidiSaidiFacilitator : Mr. Facilitator : Mr. MohdMohd. . FazlyFazly YusofYusof
Infiltration Capacity @ ButterworthInfiltration Capacity @ Butterworth
Scope of WorkScope of WorkData Collection : InfiltrationData Collection : Infiltration
Data Analysis : Infiltration CurveData Analysis : Infiltration Curve
1. Izwan bin Johari :
Johari, I., (2004). Pembangunan Peta Penyusupan Bagi Zon 1/2, Butterworth, Final Year Project Thesis, University Science Malaysia,
Penang, Malaysia.
ReferenceReference
Infiltration Capacity @ ButterworthInfiltration Capacity @ Butterworth
12
Infiltration Capacity @ ButterworthInfiltration Capacity @ Butterworth
REDAC Technical StaffREDAC Technical Staff
MohamadMohamad FauziFauzi Ahmad ShahAhmad Shah
PakerPaker MohamadMohamad AbdAbd HamidHamid
RahimRahim GhazaliGhazali
ShahrulShahrul AiedeyAiedey bin Mohammedbin Mohammed
MohamadMohamad FirdausFirdaus bin bin TalibTalib
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KemudahanKemudahan1.1. MakmalMakmal KomputerKomputer
(8.30am (8.30am ––12.00pm, 2.15pm 12.00pm, 2.15pm –– 4.30pm)4.30pm)
1.1. FotokopiFotokopi hitam/putihhitam/putih (RM 0.05 (RM 0.05 sekepingsekeping))
2.2. FotokopiFotokopi warnawarna (RM 1.00 (RM 1.00 sekepingsekeping))
3.3. PencetakPencetak hitam/putihhitam/putih (RM 0.05 (RM 0.05 sekepingsekeping))
4.4. PencetakPencetak warnawarna (RM 0.50 (RM 0.50 sekepingsekeping))
MaklumatMaklumat lanjutlanjut & & tempahantempahan ::
En. En. NasrulNasrul OsmanOsman
USM USM -- IAHR Student ChapterIAHR Student Chapter
1.1. PerlancaranPerlancaran –– RiversRivers’’04 : 2104 : 21stst Sept 2004Sept 2004
2.2. Membership Fee : F.O.C Membership Fee : F.O.C (Sponsor by REDAC)(Sponsor by REDAC)
3. 3. AktivitiAktiviti didi SungaiSungai RandukRanduk, , KolamKolam EkologiEkologi
Website : Website :
http://www1.eng.usm.my/redac/html/IAHRMSC.htmlhttp://www1.eng.usm.my/redac/html/IAHRMSC.html