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A STUDY OF STORM RAINFALL CHARACTERISTICS IN SAMARAHAN DISTRICT

Wahap B. Abu Bakar

TC 145 W136 2005

Bachelor of Engineering with Honours (Civil Engineering)

2005

BORANG PENYERAHAN TESIS

Judul: STUDY OF STORM RAINFALL CHARACTERISTICS IN SAMARAHAN

DISTRICT

SESI PENGAJIAN: 2004/2005

Saya WAHAP B. ABU BAKAR

Mengaku membenarkan tesis ini disimpan di Pusat Khidmat Maklumat Akademik, Universiti Malaysia Sarawak dengan syarat-syarat kegunaan seperti berikut:

I. Hakmilik kertas projek adalah di bawah nama penulis melainkan sebagai projek bersama dan dihiayai

oleh UNIMAS, hakmilik adalah kepunyaan UNIMAS 2. Naskah salinan di dalam bentuk kertas atau mikro hanya boleh dibuat dengan kebenaran bertulis

daripada penulis. 3. Pusat Khidmat Maklumat Akademik, UNIMAS dibenarkan membuat salinan untuk pengajian nicreka 4. Kertas projek hanya boleh diterbitkan dengan kebenaran penulis. Bayaran royalty adalah mengikut

kadar yang dipersetujui kelak. 5. * Saya membenarkan ' Perpustakaan membuat salinan kertas projek ini sebagai

bahan pertukaran di antara institusi pengajian tinggi. 6. ** Sila tandakan (r)

(Mengandungi maklumat yang berdarjah keselamatan atau kepentingan Malaysia seperti yang termaktuh di dalam AKTA RAHSIA RASMI 1972)

SULZT (Mengandungi maklumat TERHAD yang telah ditentukan oleh organisasi/badan di mana penvelidikan dijalankan)

TERHAD

TIDAK TERHAD

I

(TAN DATANG N ENULIS)

Alamat tetap:

Tarikh:

(TANDATANGAN PENYEI, IA) 3A, JALAN PAti'I'NC OFF

JALAN DESIION, 96000, SIBI

SARAWAK

Asc Pd4t Ir Dr F. J. Putuhena

iýýý Tarikh:

Na/Penyelia

* Potong yang tidak berkenaan "'. lika h; ertas Projek ini SUI, IT stau TERHAD, sils Iampirkan surat daripada pihak

berkuasa/organisasi berkenaan dengan menyertakan sekali tempoh kertas projek. Ini perlu dikelaskan sebagai SI'Lff atau TF. RHAD

APPROVAL

This project report entitled "A Study of Storm Rainfall Characteristics in Samarahan

District" was prepared by Mr. Wahap B. Abu Bakar as partial fulfillment of the

requirement for the degree of Bachelor of Engineering with Honours (Civil Engineering)

is hereby read and approved by:

1/Y /, low l-

Asc. Prof. In Dr F. J. Putuhena Date

(Supervisor)

DECLARATION

I hereby declare that the thesis is based on my original work except for quotations and

citations, which have been duly acknowledged. I also declare that is has not been

previously or concurrently submitted for any other degree at UNIMAS or other

institutions.

Signed

Name: Wahap B. Abu Bakar

Date: 29.03.2005

rusat a+mu ý! ý mat ýsaucn4 UNIVERSIýýýý1ýýA SARAWAK 943qA Kota Samacatwn

A STUDY OF STORM RAINFALL CHARACTERISTICS IN SAMARAHAN DISTRICT

P. KHIDMAT MAKLUMAT AKADEMK UNIMAS

1111111111111 HNIIiIIV 1000133754

WAHAP BIN ABU BAKAR

This project is submitted in partial fulfillment of the requirements for the degree of Bachelor of Engineering with Honours

(Civil Engineering)

Faculty of Engineering UNIVERSITY MALAYSIA SARAWAK

2005

For my beloved God, mother, grandma, sister and family

11

ACKNOWLEDGEMENT

Firstly, I would like to give thanks and glory to God for His grace and mercy

that I can successfully finish my final year thesis. Secondly, I would like to express

my thank you to Associate Professor In Dr. F. J. Putuhena for his full guidance and

support in completing this final year thesis. Without his advice and patient, I would

not successfully complete this thesis. He is willing to help me and provide whatever

information that I need to complete this project.

Besides that, I would like to express my appreciation to Director of DID

Sarawak Mr. Ling Heok Hwa, Hydrology Engineer Puan Hidayati, Mr Chai and

Miss Pauline for their help to provide the rainfall data to me.

For addition, also thanks to Mr. Peter Yek Nai Yuk, Mr. Ling Kah Wai, Mr.

Kong Wen Keit, Mr. Ting Sie Yew and Mr. Wong Soon Hui for their support in

completing this thesis.

Last but not least, I also would like to express my thanks to my family and

friends for their moral support for completion of this thesis.

Thank you very much and God bless you all with His fullness.

HI

ABSTRACT

Rainwater - dynamic force following all storms water studies and design. A considerate of rainfall processes and the consequence of the rainfall design data is an essential precondition for preparing adequate drainage, storm water management, and flood control projects. It can appear from various forms, with almost no raining to a circumstance more than 700 mm per day. When rainfall occurs at extraordinarily capacity or rates on small urban watersheds, it will bring disaster like flooding and severely damage crops. It happens because the drainage facilities were well designed to draw off all the water generated by high rainfall rates. Given that Samarahan district is a under development district in state government plan, so it should have a study of rainfall characteristics in order to design a storm drainage system for preventing of flood. Therefore there are a lot of automatic functioning rainfall stations installed and historical profile of storm event can be review. Therefore the aim of this project is to have a review of rainfall data in Samarahan district, and then have a study of the storms that had been occurred. Finally, have a discussion of imply the storm characteristics in Design Storm or Flood. The Historical Storm that determine will be suggested as the alternative for the use of rainfall station that are manually functioning without using IDF curve. The rainfall stations are automatically functioning and year of observation will be 20 years. There is at least one station from coastal area and one station from hilly area chosen for study. The information that collected is required to study the duration and profile of the storms. The duration and profile of the 24 hours daily maximum rainfall was established and some conclusion can be derived. The design storm that was developed using historical data was compared to the IDF approach. As expected, there are differences in the results, and it is recommended for further study.

iv

ABSTRAK

Air hujan ialah daya dinamik yang merupakan asas kepada semua kajian dan rekaan hujan ribut. Semua keputusan dan proses penilaian data adalah pertimbangan utama dalam segala pembinaan kemudahan pengaliran yang sesuai, pengurusan air hujan ribut, dan projek kawalan banjir. la boleh muncul dari segala jenis, dari langsung tidak berhujan sehinggalah mempunyai purata bacaan hujan sebanyak 700mm. Apabila isipadu hujan terhadap sesuatu kawasan melebihi jangkaan, ia akan mendatangkan malapetaka seperti banjir kilat yang akan membawa kehilangan harta benda. Ini disebabkan oleh kemudahan pengaliran yang tidak berkesan untuk mengalirkan air hujan yang berlebihan ke sungai atau tempat lain. Bahagian Samarahan adalah di bawah projek pembangunan Sarawak, jadi ia mesti mempunyai satu kajian yang teliti terhadap ciri-ciri hujan ribut untuk ciptaan satu sistem pengaliran yang berkesan. Oleh itu, bilangan stesen berfungsi secara automatik telah didirikan dan data-data dapat dijadikan rujukan. Tujuan penghasilan projek ini

adalah untuk menjalankan kajian tentang ciri-ciri hujan di kawasan bahagian Samarahan. Seterusnya dari kajian yang diperolehi, perbincangan terhadap implikasi ciri-ciri hujan ribut ke dalam rekaan "Design Storm" dijalankan. Dari penghasilan "Design Storm", ia akan dijadikan rujukan kepada stesen yang hanya berfungsi secara manual dengan tidak merujuk kepada nilai-nilai "IDF". Stesen-stesen yang dikaji adalah berfungsi secara automatik dan pemerhatian yang dijalankan adalah sepanjang 20 tahun. Sekurang-kurangnya satu stesen dari kawasan pinggir laut dan

satu stesen dari kawasan pedalaman atau pergunungan dipilih untuk kajian. Segala maklumat yang diperhati akan digunakan untuk kajian jangka masa hujan ribut yang berlaku dengan isipadunya. Jangka masa dan isipadu untuk masa hujan 24 jam telah dikaji dan kesimpulan dapat dihasilkan. Pembentukan "Design Storm" dengan merujuk kepada data-data yang dikumpul akan menjadi perbandingan kepada penggunaan cara-cara IDF. Seperti yang dijangkakan, terdapat perbezaan di antara keputusan yang diperoleh, dan ia akan dicadangkan sebagai kajian lanjutan.

V

YuSal tSlliQCnaL [VIaKlil[iPsii. hKauenus UNIVLRSlT' MALAYSIA SARAWAK

'! AY? '; Kýý Sarnarahan

LIST OF TABLES

Tables Pages

Table 1 Rainfall Station included in Samarahan District (DID) 11

Table 2 Rainfall Station in Samarahan Basin (DID) 12

Table 3 Scale Characteristics of Some Precipitation Events 18

Table 4 Temporal Patterns - East Coast of Peninsular Malaysia 42

Table 5 Annual Maximum Storm from 4 stations 51

Table 6 Computation of 24-hr, 50-yr Design Storm for Ketup 68

Table 7 Computation of 24-hr, 50-yr Design Storm for Lubok Ipoi 69

Table 8 Computation of 24-hr, 50-yr Design Storm for Serian 70

Table 9 Computation of 24-hr, 50-yr Design Storm of Dragon School 71

Table 10 Computation of Design Storm for Asajaya with IDF 72

X1

LIST OF FIGURES

Figure Pages

Figure 1 River Basin in the State of Sarawak 7

Figure 2 Rainfall Station of Samarahan Basin 8

Figure 3 Rainfall Station at Sadong Basin 9

Figure 4 Standard Non-recording Rain Gage 14

Figure 5A tipping Bucket Type Recording Rain Gage 15

Figure 6A Weighing Bucket Type Rain Gage 16

Figure 7A Syphon (Float) Type Automatic Rain Gage 17

Figure 8 Effect of (A) Storm Location (Rainfall Area Shaded)

a. Upstream b. Downstream

(B) Direction of Storm Movement on the Shape of the Flood Hydrograph

a. Upstream b. Downstream 19

Figure 9 Five Year Moving Average Method Applied to

Monthly Data of a Station in Orissa 27

Figure 10 A Mass Curve 25

Figure 11 A Rainfall Hyetograph 26

Figure 12 Rainfall Intensity-Duration-Frequency Curve 28

Figure 13 A Thiessen Polygon Map 31

Figure 14 An Isohyetal Map 33

Figure 15 Dimensionless Temporal Rainfall Distributions 36

X11

Figure 16 Hyetograph

Figure 17 Isohyets (contours of equal rainfall depth)

Figure 18 A Storm Eye

Figure 19 Temporal Patterns - East Coast of Peninsular

Malaysia

Figure 20 Sg. Bengoh: PMF Flood Hydrograph and 24 hr PMP

Storm Profile from the Feasibility Study

Figure 21 Cumulative Annual Maximum Daily Rainfalls for

Ketup (1983-1992)


Ketup (1993-2003)


Lubok Ipoi (1983-1993)


Lubok Ipoi (1994-2002)

Figure 25 Profile of Maximum Daily Rainfall in

Ketup 24-hr, 20-yrs

Figure 26 Profile of Maximum Daily Rainfall in

Lubok lpoi 24-hr, 20-yrs

Figure 27 Cumulative Annual Maximum Daily Rainfalls

for Serian (1983-1992)


for Serian (1993-2003)

37

38

39

42

47

52

52

53

53

55

56

58

58

Xlll


for Dragon School (1983-1992)


for Dragon School (1993-2003)

Figure 31 Profile of Maximum Daily Rainfall

in Serian 24-hr, 20-yrs

Figure 32 Profile of Maximum Daily Rainfall

in Dragon School 24-hr, 20-yrs

Figure 33 Frequency Analysis for Ketup

Figure 34 Frequency Analysis for Lubok Ipoi

Figure 35 Frequency Analysis for Dragon School

Figure 36 Frequency Analysis for Serian

Figure 37 24-hr, 50-yr Design Storm of Ketup

Figure 38 24-hr, 50-yr Design Storm of Lubok Ipoi

Figure 39 24-hr, 50-yr Design Storm for Serian

Figure 40 24-hr, 50-yr Design Storm of Dragon School

Figure 41 24-hr, 50-yr Design Storm for Asajaya with IDF

59

59

61

62

65

66

66

67

68

69

70

71

72

XIV

NOTATION

IDF - Intensity-Duration-Frequency Curve

ARI - Average Reccurrence Interval

DID - Drainage and Irrigation Department

MMS - Malaysian Meteorological Service

Kpg - Kampung

mm - millimeter

mm/hr - millimeter per hour

PMP - Probable Maximum Percipitation

cm - centimeter

MIT - Minimum Inter-event Time

in - Inch

km - kilometer

xv

LIST OF APPENDIX

PAGE

Appendix A Intensity-Duration-Frequency Curve for Asajaya 78

Appendix B Rainfall Stations in Samarahan Basin 79

Appendix C Rainfall Stations in Sadong Basin 80

Appendix D Manually Read of Rainfall Station in

Samarahan District (Provided by DID) 81

Appendix E Automatically Functioned of Rainfall Station

(Provided by DID) 82

xvi

CHAPTER 1

INTRODUCTION

1.1 Objectives

It is very important to have a study for storm characteristics for the purpose

to determine a Design Flood, especially for un-gauged river. In the un-gauged river,

the flood frequency is derived from rainfall data. If there is no recorded data, then the

annual maximum daily rainfall is used. In Samarahan district the rainfall data is

collected from DID (Drainage and Irrigation Department) Sarawak. However, from

the recorded data, no information is available about the average characteristics of the

annual maximum rainfall, which is required for design flood estimates. Therefore, it

is important to know the storm characteristics, such as area coverage, duration, and

profile. The storm characteristics that become the objective of current study consist

of:

a. To review the rainfall data collection in Samarahan District.

b. To study the storm characteristics (Duration, and Profile) from historical

data.

1

c. To discuss the storm characteristics from historical data compare to the

design storm.

The storm that will be studied will be limited to the annual maximum daily

rainfall that recorded from 0800 to 0800 hour in Malaysia.

2

1.2 Background (General Overview) of Storm Rainfall

1.2.1 Rainfall Definition

Precipitation can take many forms, including rain, snow, sleet, hail, and mist.

With respect to hydrologic design, only rain and snow are important.

Rainfall is the driving force behind all storm water studies and designs. An

understanding of rainfall processes and the significance of the rainfall design data is

a necessary pre-requisite for preparing satisfactory drainage, storm water

management, and flood control projects.

1.2.2 Strom Characteristics and Design Storm

Rain storms come in many different forms. The amount of precipitation

(number of inches or cm) can vary from nearly nothing to 700 mm or more in a day.

The storm duration varies as well. A storm can deliver an inch of rain over an entire

day. An intense thunder storm can deliver 30 mm in an hour. Runoff characteristics

will change with the characteristics of the storm.

Storm events can be separated into two groups, actual storm and design storms.

Rainfall analysis is based on actual storms. An actual storm event is a series of

rainfall measurements made over time at rain gage.

3

Almost all hydrologic designs are based on what is called the design storm

approach. A design storm is not an actual measured storm event; in fact, a real storm

identical to the design storm has probably never occurred and it is unlikely that it

will ever occur. A design storm is a rainfall hyetograph that has pre-selected

characteristics.

However, most design storms have characteristics that are the average of the

characteristics of storms that occurred in the past and therefore represent the average

characteristics of storm events that are expected to occur in the future.

1.2.3 Storm Event

Return periods (or frequencies) can be assigned to rainfall events on the basis of

several different parameters, but most commonly on the basis of total volume,

average intensity, peak intensity, duration, or inter-event time. To work with any of

these parameters, the rainfall time series must first be separated into a series of

discrete, independent events. When this is done, they may be ranked by volume or

any desired parameter and a conventional frequency analysis performed.

For ease of computation, a statistical measure is usually employed to separate

independent storm events. A minimum inter-event time (MIT) is defined such that

rainfall pulses separated by a time less than this value are considered part of the same

event.

4

1.2.4 Effects of Storm Rainfall

Problems result when rainfall occurs at extreme volumes or rates. High rates of

rain fall on small urban watersheds cause flooding of streets and parking lots because

the drainage facilities were not designed to drain all the water generated by high rain

fall rates. High rain fall rates can also severely damage crops.

It should be evident that problems can occur from extremes in rain fall,

with the extremes in the rate, the duration, or the time interval between storms. Find

an extreme storm will increase the surface runoff into the river that can bring a flood

disaster.

5

1.3 Studies about Samarahan District

1.3.1 Climate and Physical Condition

Malaysia is influenced by the equatorial environment and is well outside

volcanic, tornado, and severe drought belts. Malaysia is generally formed by

highland, floodplain, and coastal zones In Sarawak and Sabah, most towns such as

Kuching(include Samarahan District), Sibu, Miri, and Kota Kinabalu are situated on

coastal alluvium. The majority of Sarawak and Sabah are formed mainly by

limestone. Malaysia is warm and humid throughout the year, as characterised by the

equatorial climate, and has an average annual rainfall of more than 2500 mm. The

West Coast of the Peninsula is subject to localised and convective storms generated

by the inter monsoon seasons/Sumatera wind system in the months of April/May and

October/November. Storms mainly occur in the late afternoon and early evening.

The South-West Monsoon (normally from May to September) produces less rain in

the West Coast of the Peninsula whilst the North-East Monsoon, from November to

March, carries longer and heavier rains to the East Coast of the Peninsula, North

Sabah, and inland Sarawak. Samarahan district located in the State of Sarawak, so it

has similar climate and physical condition that had mentioned above.

6

1.3.2 River Basin in Sarawak State and Samarahan District

For development purpose, the State of Sarawak had been divided into 21

major river basins. That is Kayan, Sungai Sarawak, Samarahan, Sadong, Lupar,

Krian, Saribas, Oya, Mukah, Balingian, Tatau, Rajang, Kemena, Similajau, Suai,

Niah. Baram, Limbang, Trusan, and Lawas. Meanwhile, Samarahan District had

been divided into two basins, that is, Sadong Basin and Samarahan Basin. Their

location is shown in (Figure 1)

SARAWAK - RIVER BASINS For deveknpment planning purposes, the state of Sarawak is dMded Into 21 major river basMns.

Figure 1 River Basins in the State of Sarawak

7

1.3.3 Rainfall Stations at Samarahan Basin

Samarahan basin has a total area of catchments of 1090 km2. There is a main

river located at Samarahan basin. Name of the river is Batang Samarahan River.

Total length of Batang Samarahan is 115 km. There are 10 river stations that

collecting rainfall data in Samarahan basin. The stations are Semilang, Semera,

Asajaya, Ketup, Kota Samarahan, Paya Paloh, Semonggok, Samarahan Estate, Kpg

Gayu, and Nyabet. Their location is shown in (Figure 2)

MAIN BASIN BOUNDARY CATCHMENT BOUNDARY ROAD

" RAINFALL STATION 7 RIVER GAUGE STATION

SMITH CHINA SEA

A

SG. SARAWAK BASIN

Figure 2 Rainfall Station of Samarahan Basin

8

1.3.4 Rainfall Station at Sadong Basin

Sadong basin has total area of catchments of 3550 km2. There is a main river

located in Sadong basin. The name of the river is Batang Sadong River. The total

length for Batang Sadong is 150 km. There are total 19 rainfall stations collecting

rainfall data at Sadong basin. The stations are Sadong Jaya, Simunjan, Lubok Ipoi,

Gedong, Sangkalan Pasir, Pinang, Balai Ringin, Parat, Serian, Semuja Nonok, Kpg

Merang, Busit, Sg Bedup, Teb, Matuh, Krusen, Tebakang, Tebedu, and Bunan Gega.

Their location is shown in (Figure 7)

117 90 E

F'1 30

""- MAN BASIN BOUNDARY CA1CºAEN7 BOUNDARY ROAD

" RANALI STATION

IF RIVER GAUGE STATION

SAMARAHAN BASIN

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a study of storm rainfall characteristics in …

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