55
KKKH 1034 ntroduction to Civil Engineering Design LECTURER: 1. Ir. Dr. Othman Jaafar 2. Ir. Anuar Kasa 3. Pn. Noraini Hamzah PRESENTED BY, GROUP 2 1. TEOH SHI SHENG A127329 2.NOR SHAIRAH AZLAN A126830 3.LIM WEE LEE A127084 4.NORIZZATI GHAZALI A128156 5.MUHAMMAD AKRAM BIN AMIRUDDIN A128457

Introduction to Civil Engineering Design

Embed Size (px)

Citation preview

Page 1: Introduction to Civil Engineering Design

KKKH 1034 Introduction to Civil Engineering Design

LECTURER: 1. Ir. Dr. Othman Jaafar

2. Ir. Anuar Kasa

3. Pn. Noraini Hamzah

PRESENTED BY,GROUP 2

1. TEOH SHI SHENG A1273292.NOR SHAIRAH AZLAN A1268303.LIM WEE LEE A1270844.NORIZZATI GHAZALI A1281565.MUHAMMAD AKRAM BIN AMIRUDDIN

A128457

Page 2: Introduction to Civil Engineering Design

•Sungai Pinang is located at midway of Sungai Lembing to Kuantan.•Flood always happen.•Inconvenience occurred.•Causes of flood will be investigated.•Topography of the terrain will be studied.•Mitigations and solutions will be proposed.•Remediation plan will be developed for the area affected.

Introduction

Page 3: Introduction to Civil Engineering Design

POSSIBLE CAUSES DEFORESTATION SHALLOW RIVER LOWLAND REGION IRRIGATION AND DRAINAGE

SYSTEM MONSOON SEASON

Page 4: Introduction to Civil Engineering Design

DEFORESTATION

Page 5: Introduction to Civil Engineering Design

DEFINITION

1. Clearing of virgin forests, or intentional destruction or removal of trees without replanting and allowing time for the forest to regenerate itself.

2. Imprudent and non-scientific method of logging or burning forest trees.

Page 6: Introduction to Civil Engineering Design

How deforestation causing flood in Sungai Pinang?

• It reduces soil quality and results in soil erosion and flooding.

• Lack of green forest influent the control of water level of Sungai Pinang and consequently causing flood.

• The land's capacity to hold ground water shrinks with the depleting forest cover.

Page 7: Introduction to Civil Engineering Design

• Reduces soil cohesion, so that flooding ensues.

• Deforested areas become sources of surface water runoff.

• Tree reduce raindrop impact. Without them, rain causes more erosion to the soil.

• Less tree roots to absorb water from the soil.

Page 8: Introduction to Civil Engineering Design

Demand of palm oil and rubber

Clearing of tropical forest

Logging Forest fires

Degrading of rainforest

FLOOD !!!

Page 9: Introduction to Civil Engineering Design

SHALLOW RIVERIt cause the flood easily to occur during the heavy

rainfall.

The river become shallow because of River erosion Disposal of human domestic wastes Meandering of the river.

River erosion occurs due to : Erosion happens in heavy rain, rainwater will flow fast

and erode river banks sediments on river bed.

Disposal of human domestic wastes effected : Wastes such as garbage and industry remnants into

river could cause river becoming shallow and water flow being blocked. velocity decrease.

Page 10: Introduction to Civil Engineering Design

Meandering of the riverMeandering the water that flows through it will erode the meander bends as it travels downstream. Sediment deposition will occur along the inner meander bends where the velocity is lowThen, it causes the sediment on the river beds.

Page 11: Introduction to Civil Engineering Design

From topography map, Sungai Pinang is located at low land region .

3.LOW LAND REGION

Page 12: Introduction to Civil Engineering Design

Usually, rubber tree can be found at low land area.

Rubber tree contain lateritic type of soil.

Lateritic soil can be found in area which receive high rainfall.

Coarse texture, soft and friable.

Very poor in water catchment.

Page 13: Introduction to Civil Engineering Design

Laterite soil

Laterite soil

Page 14: Introduction to Civil Engineering Design

When raining, there will exist an excess surface runoff water in large amount and cannot be supported by outlet such as river.

Rubber tree plantation existed in the area consists of lateritic type of soil.

Rain water hardly absorbed by the soil and flows to the nearest river.

Water level of the river rises rapidly.

When rain water volume exceeded the river water level, thus flood occurs.

Page 15: Introduction to Civil Engineering Design

4. IRRIGATION AND DRAINAGE SYSTEM

The problem divided to 2 parts:1.Natural part• Too many small streams flow

towards Sungai Pinang.• The river has limited capacity.• The surrounding of Sungai Pinang is

swampy area.• Being a catchment area.

Page 16: Introduction to Civil Engineering Design

2.Anthropogenic Part• Had been turned into agriculture and

mining area.• Development• The irrigation and drainage system

available there are not able to transfer water effectively.

• The water just flow into Sungai Pinang and accumulates at that area.

Page 17: Introduction to Civil Engineering Design

Malaysia lies between India and Pacific Ocean.

The general air circulation is dominated by a system of monsoons.

Two monsoons influence rainfall at different intervals of year :

1. Southwest monsoon winds blow from April-September.

2. Northeast monsoon winds blow from November-February.

Sungai Pinang, Kuantan located at east Peninsular Malaysia, which has a relatively long coastline, having predominantly marine environment.

Kuantan undergone northeast monsoon wind. Kuantan is considered as one of the wettest

region.

5. MONSOON SEASON

Page 18: Introduction to Civil Engineering Design

Topographic map showing the average amount of daily rainfall among 7-13 December 2004:

Page 19: Introduction to Civil Engineering Design

The climatological information in Kuantan shown below is provided by MSN’s weather.

Janu

ary

Febru

ary

Mar

chApr

ilM

ayJu

ne July

Augus

t

Sept

embe

r

Oct

ober

Nov

embe

r

Decem

ber

05

101520253035404550

Mean Total Rainfall (cm)

Mean Total Rainfall (cm)

Page 20: Introduction to Civil Engineering Design

MITIGATION AND REMEDIAL MEASURES.

SOLUTION OF DEFORESTATION TO MITIGATE FLOOD

RIVER BANK PROTECTION IRRIGATION AND DRAINAGE SYSTEM CONSTRUCT A NEW BRIDGE AND

INCREASE THE ELEVATION OF THE ROAD

PERMEABLE PAVEMENT TELEMETRIC SYSTEM

Page 21: Introduction to Civil Engineering Design

1.Solution of Deforestationto Mitigate Flood

Page 22: Introduction to Civil Engineering Design

1. Sustainable forest management (SFM) The management of forests according to the

principles of sustainable development. Use of forests in a way and at a rate, which to

maintain the whole ecological systems at global level.

Does not damage other ecosystems. Attainment of balance.

Page 23: Introduction to Civil Engineering Design

2. Using of recycled items– Example: Books, toilet papers, shopping bags,

and etc.– Do not waste any of the products. If you can,

reuse and recycle them. – Reduce of logging of trees beside Sungai

Pinang.– Therefore, flood can be eased.

Page 24: Introduction to Civil Engineering Design

3. Farming– New methods are developed to farm

more intensively.– High-yield hybrid crops, greenhouse,

autonomous building gardens, and hydroponics.

– Rotate crops on farm.

Page 25: Introduction to Civil Engineering Design

4. Replacement of firewood Use coals instead of using firewood. Reduce the demand of wood.

5. Reforestation and Afforestation Restocking of existing forests and

woodlands which have been depleted. Most plants do not like standing in water

but some will tolerate moist soils. Elephant Ears helps further to stabilise

the bank side. Growing of plants ensures the absorbing

of water.

Page 26: Introduction to Civil Engineering Design
Page 27: Introduction to Civil Engineering Design

2. RIVER BANK PROTECTION

Page 28: Introduction to Civil Engineering Design

To prevent soil erosion.Reduce amount of sediment enter to

the river.Artificial levees or dykes:• Made of stone or concrete.• Regulate the water level.• Increase capacity of river.• Patch work is needed.

Mississippi River levee at Gretna, Louisiana.

Page 29: Introduction to Civil Engineering Design

Revetment:• Riprap consists of rock types.• Strengthen river bank.• Absorb kinetic energy of incoming

water.• None uniform shape of riprap

interlock and makes up a stable structure.

• The size and mass of riprap is very big, would not easily flush away.

• Plants among riprap can hold structure stronger.

Page 30: Introduction to Civil Engineering Design

3. IRRIGATION AND DRAINAGE SYSTEM Irrigation and drainage system in

the surrounding area must be refurbished.

The authorities such as the Public Works Department (JKR) and the Department of Irrigation and Drainage District to expand the size of the Sungai Pinang

Drainage and irrigation should be well monitored and supervised regularly

Page 31: Introduction to Civil Engineering Design

Government should consider privatization. This is because of the high expenses from the aspect of manpower, equipment, technology and expertise.

Privatization accelerates the implementation of flood control project.

The amount of electric pump house should be increased, well maintained and upgraded to perform better.

Drainage system shall be constructed near the main drainage to channel the water to the other river

Construct another path to flow water to the nearby agriculture areas

Page 32: Introduction to Civil Engineering Design

Portable overhead sprinkler system.

Centre-Pivot system.

Page 33: Introduction to Civil Engineering Design

Yellow line- suggested part of straightening river.

Red Spot- suggested area for small dam

Page 34: Introduction to Civil Engineering Design

3.1 Straightening the river

From our observation, Sungai Pinang is not a straight river. It has a lot bends and curves

Cause the water to flows slowly. River straightening is a process of

straightening the path of the river to reduce its curves and bends

will lead to the shortening of the river thereby increasing the speed of flow.

Page 35: Introduction to Civil Engineering Design

•After the river straightening, now the river was narrower and straighter, making the river flow faster which pushed all debris and sediments on the bank and river bed downstream, making river deeper•Lastly it will reduced the flooding.

Page 36: Introduction to Civil Engineering Design

3.2 CONSTRUCT A SMALL DAM A small dam is suggested to be

constructed between the Sungai Pinang and Sungai Kuantan.

This is a closed dam. Water of Sungai Pinang is allowed to

flow into the dam to prevent the river overflows.

This is an alternative for the water to be transferred from Sungai Pinang to Sungai Kuantan.

Page 37: Introduction to Civil Engineering Design

The water collected in the dam can be used during drought.

The water can be pumped out by electric pump house for plantations uses.

Below shows the drawing of the underground dam structure.

Page 38: Introduction to Civil Engineering Design

4.1 Construct a New Bridge

• Existing structure of the river is low and water from the river overflows the road and surrounding areas in the event of rain.

• When the heavy rainfall occur, the river is almost at the same level with the bridge.

• A higher bridge is suggested to be built across Sungai Pinang to replace the existing structure that is rather low.

Page 39: Introduction to Civil Engineering Design

• Consider the characteristics of the river such as:

Traffic patterns Conditions of the soil Span length.

• Several types of bridge that can be built:

Beam bridgeCantilever bridgeSuspension bridgeTruss bridge

Page 40: Introduction to Civil Engineering Design

Beam Bridge

Cantilever Bridge

Page 41: Introduction to Civil Engineering Design

Suspension Bridge

Truss Bridge

Page 42: Introduction to Civil Engineering Design

The most appropriate bridge to be developed is the Beam Bridge.

Page 43: Introduction to Civil Engineering Design

The simplest kind of bridge.

Frequently used in pedestrian bridges and for highway overpasses and flyovers.

Usually used to span shorter distances.

Commonly found in local road.

Made with large supports on the edges and heavy beam crossing over water.

Page 44: Introduction to Civil Engineering Design

Detail of a beam bridge:

Ancestor: Log Bridge

Carries: Pedestrians, automobiles, trucks, light rail, heavy rail

Span range: Short

Material: Shallow ‘I’ beam, box grinder, reinforced concrete, post-tensioned concrete

Movable: No

Design effort: Low

Page 45: Introduction to Civil Engineering Design

Beam bridge suggestion structure:

The height of bridge is elevated beyond the maximum high of water when raining. The structure of the bridge has two poles at each of the river bank respectively. Does not obstruct the flow of the river. Must be strong so that it doesn’t bend under its own weight and the added weight of crossing traffic.

Page 46: Introduction to Civil Engineering Design

4.2 Elevation the road (embankment)

The road of Sungai Pinang is situated at the lowland.

Can be elevated by embankment the concrete under the existing road.

Furthermore, an embankment helps to confine the movement of water by allowing it to flow faster and higher without overflowing larger flows, a greater sediment transport capacity and may be able to carry this sediment further

Page 47: Introduction to Civil Engineering Design

Example of the embankment by the concrete to the existing road.

Page 48: Introduction to Civil Engineering Design

5.PERMEABLE PAVEMENT

Page 49: Introduction to Civil Engineering Design

Based on the study of Chicago’ Green Alleys, the impermeable pavement is replaced by permeable pavement.

Permeable pavement is porous and enable water to run through.

Permeable concrete system acts as a filter.

Replenish the water table. Reduce the amount of runoff on the

road to the river and surrounding to

prevent pollution.

Page 50: Introduction to Civil Engineering Design

Alley with impermeable surface.

Alley with permeable surface.

Page 51: Introduction to Civil Engineering Design

Telemetric system use along with GIS and DEM system

Telemetric flood- warning flood system. Geographical Information Systems

(GIS) and Digital Elevation Models (DEM) can be used to perform many geospatial and hydrological modeling.

- drainage and watershed delineation, - flood prediction - physical development studies -rural settlements.

Page 52: Introduction to Civil Engineering Design

GIS application was applied using ILWIS- (Integrated Land and Water Information System)

ILWIS used to prepare the required geospatial dataset for the GIS operation. Contour and point maps were generated from a toposheet

toposheet of the study area was scanned, geo-referenced and digitized to produce point map and contour maps, referred to as thematic layers

Page 53: Introduction to Civil Engineering Design

The outcome of the digital elevation model showed well graphically distributed landform and terrain

Page 54: Introduction to Civil Engineering Design

The effectiveness tolerates between telemetric and GIS and DEM system will do a lot of helps to the villagers and also government.

Page 55: Introduction to Civil Engineering Design

CONCLUSION

The suggested mitigation and remedial measures should be implemented.

Open donation can be organized to raise the fund for these project.

Resident should give full cooperation on preserving Sungai Pinang.

Developers should concern the environmental issue.

Developers should plan for complete drainage system.