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PROJECT PRESENTATION GROUP 8
SESSION 1: 2022/2023
BFC32002
HYDROLOGY
Presented to:
Dr. Wan Afnizan Bin Wan Mohamed
Introduction
1
Methodology
2
Analysis & Result
4
Data Presentation
3
Discussion & Conclusion
5
Content
Group Members
MUHAMMAD ALIFF BIN
MOHD YUNUS
CF220228
NUR SYAAHIDAH BINTI
MUHAMAD YUSOF
CF220219
NUR ATHIRAH BINTI
MOHAMMAD FARID
CF220213
NURUL ASHIKIN BINTI
ZAKARIA
CF220215
NUR IZZATI BINTI
ISMARUDDIN
CF220175
Flooding is one of the most common natural catastrophes to
strike Malaysia. It happens nearly every year, especially
during the monsoon season. Selangor, Perak, Penang,
Kedah, Perlis, Kelantan, Terengganu, Pahang, Negeri
Sembilan, Malacca, Johor, Sabah, and Sarawak are among
the states affected by the flooding.
This project is based on rainfall data taken at JPS. Based on
the place, group 8 have chosen at Baling state for our
project. There have 3 station that have chosen in 1 district,
Sg Ketil at Kuala Pegang, Sg Ketil at Jambatan Titian Ilham
and Sg Ketil at Padang Pulai. Data taken by year 2022
from 1 January 2022 to 31 December 2022.
INTRODUCTION
METHODOLOGY
Collect rainfall data and
water levels for 5 months
highest using the
Department of Irrigation and
Drainage websites.
Location of the rainfall
station, Sg. Ketil at Kuala
Pegang, Sg. Ketil at
Jambatan Titian Ilham and
Sg. Ketil at Kg Padang Pulai
DEPARTMENT OF IRRIGATION
AND DRAINAGE WEBSITES
Is a geospatial software program that allows users to study
and collect geographic data by displaying a virtual globe.
Find the catchment area.
Terrain profile and gradient slopes.
Cross-section of the river.
GOOGLE EARTH PRO
ARITHMETIC MEAN METHOD
THIESSEN POLYGON METHOD
ISOHYETAL METHOD
COMPARISON DATA
DATA PRESENTATION
RAINFALL DATA AT 3 STATIONS BY MONTH
WATER LEVEL DATA AT 3 STATIONS BY MONTH
ANALYSIS & RESULT
HYDROGRAPH
STATION 1: SG. KETIL AT JAMBATAN TITIAN ILHAM
MARCH JUNE
FEBRUARY
MARCH OCTOBER
FEBRUARY
STATION 2: SG. KETIL AT KUALA PEGANG
FEBRUARY MARCH
JUNE
STATION 3: SG. KETIL AT PADANG PULAI
BASEFLOW SEPARATION BY USING STRAIGHT-LINE METHOD
STATION 1: SG. KETIL AT JAMBATAN TITIAN ILHAM
MARCH JUNE
FEBRUARY
MARCH OCTOBER
FEBRUARY
STATION 2: SG. KETIL AT KUALA PEGANG
STATION 3: SG. KETIL AT PADANG PULAI
FEBRUARY MARCH
JUNE
USING UNIT HYDROGRAPH (UH)
STATION 1: SG. KETIL AT JAMBATAN TITIAN ILHAM
MARCH JUNE
FEBRUARY
MARCH OCTOBER
FEBRUARY
STATION 2: SG. KETIL AT KUALA PEGANG
STATION 3: SG. KETIL AT PADANG PULAI
FEBRUARY MARCH
JUNE
PEAK FLOW
RIVER CROSS SECTION PROFILE PLOTS
STATION 1: SG. KETIL AT
JAMBATAN TITIAN ILHAM
STATION 2: SG. KETIL AT
KUALA PEGANG
STATION 3: SG. KETIL AT
PADANG PULAI
The arithmetical mean method is a very crude method and is rarely
used, meanwhile, the Thiessen polygon method is superior to the
arithmetic average method as some data is given to various stations on
a rational basis and the isohyetal method is considered as the best
method, compared to the method above.
This research has compiled and retrieved some vital information
concerning about rainfall data, water level data, area of common
floods location, terrain profiles and gradient slopes between stations,
cross sections of the river, discharge of the river at the maximum water
level and others.
DISCUSSION & CONCLUSION

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SLIDE PRESENTATION PROJECT HYDROLOGY UTHM

  • 1. PROJECT PRESENTATION GROUP 8 SESSION 1: 2022/2023 BFC32002 HYDROLOGY Presented to: Dr. Wan Afnizan Bin Wan Mohamed
  • 2. Introduction 1 Methodology 2 Analysis & Result 4 Data Presentation 3 Discussion & Conclusion 5 Content
  • 3. Group Members MUHAMMAD ALIFF BIN MOHD YUNUS CF220228 NUR SYAAHIDAH BINTI MUHAMAD YUSOF CF220219 NUR ATHIRAH BINTI MOHAMMAD FARID CF220213
  • 4. NURUL ASHIKIN BINTI ZAKARIA CF220215 NUR IZZATI BINTI ISMARUDDIN CF220175
  • 5. Flooding is one of the most common natural catastrophes to strike Malaysia. It happens nearly every year, especially during the monsoon season. Selangor, Perak, Penang, Kedah, Perlis, Kelantan, Terengganu, Pahang, Negeri Sembilan, Malacca, Johor, Sabah, and Sarawak are among the states affected by the flooding. This project is based on rainfall data taken at JPS. Based on the place, group 8 have chosen at Baling state for our project. There have 3 station that have chosen in 1 district, Sg Ketil at Kuala Pegang, Sg Ketil at Jambatan Titian Ilham and Sg Ketil at Padang Pulai. Data taken by year 2022 from 1 January 2022 to 31 December 2022. INTRODUCTION
  • 6. METHODOLOGY Collect rainfall data and water levels for 5 months highest using the Department of Irrigation and Drainage websites. Location of the rainfall station, Sg. Ketil at Kuala Pegang, Sg. Ketil at Jambatan Titian Ilham and Sg. Ketil at Kg Padang Pulai DEPARTMENT OF IRRIGATION AND DRAINAGE WEBSITES
  • 7. Is a geospatial software program that allows users to study and collect geographic data by displaying a virtual globe. Find the catchment area. Terrain profile and gradient slopes. Cross-section of the river. GOOGLE EARTH PRO
  • 12. DATA PRESENTATION RAINFALL DATA AT 3 STATIONS BY MONTH
  • 13. WATER LEVEL DATA AT 3 STATIONS BY MONTH
  • 14. ANALYSIS & RESULT HYDROGRAPH STATION 1: SG. KETIL AT JAMBATAN TITIAN ILHAM MARCH JUNE FEBRUARY
  • 15. MARCH OCTOBER FEBRUARY STATION 2: SG. KETIL AT KUALA PEGANG
  • 16. FEBRUARY MARCH JUNE STATION 3: SG. KETIL AT PADANG PULAI
  • 17. BASEFLOW SEPARATION BY USING STRAIGHT-LINE METHOD STATION 1: SG. KETIL AT JAMBATAN TITIAN ILHAM MARCH JUNE FEBRUARY
  • 18. MARCH OCTOBER FEBRUARY STATION 2: SG. KETIL AT KUALA PEGANG
  • 19. STATION 3: SG. KETIL AT PADANG PULAI FEBRUARY MARCH JUNE
  • 20. USING UNIT HYDROGRAPH (UH) STATION 1: SG. KETIL AT JAMBATAN TITIAN ILHAM MARCH JUNE FEBRUARY
  • 21. MARCH OCTOBER FEBRUARY STATION 2: SG. KETIL AT KUALA PEGANG
  • 22. STATION 3: SG. KETIL AT PADANG PULAI FEBRUARY MARCH JUNE
  • 24. RIVER CROSS SECTION PROFILE PLOTS STATION 1: SG. KETIL AT JAMBATAN TITIAN ILHAM STATION 2: SG. KETIL AT KUALA PEGANG STATION 3: SG. KETIL AT PADANG PULAI
  • 25. The arithmetical mean method is a very crude method and is rarely used, meanwhile, the Thiessen polygon method is superior to the arithmetic average method as some data is given to various stations on a rational basis and the isohyetal method is considered as the best method, compared to the method above. This research has compiled and retrieved some vital information concerning about rainfall data, water level data, area of common floods location, terrain profiles and gradient slopes between stations, cross sections of the river, discharge of the river at the maximum water level and others. DISCUSSION & CONCLUSION