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Copy of Cadangan Pembinaan Kolam Tadahan Bawah Tanah di Padang MPK 2, Kuantan

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Mo Amri

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Transcript of Copy of Cadangan Pembinaan Kolam Tadahan Bawah Tanah di Padang MPK 2, Kuantan

KUMPULAN 10
Cadangan Pembinaan Kolam Tadahan Bawah Tanah di Padang MPK 2, Kuantan
CARTA ORGANISASI & LATAR BELAKANG
LATAR BELAKANG
PETA LOKASI & ANALISIS TAPAK
Objektif Pembentangan
CADANGAN PROJEK
PEROLEHAN & KECEKAPAN KOS
Tender terbuka
TEKNOLOGI
CARTA ORGANISASI MPK
CARTA ORGANISASI JPS
LFA/ LFM
FAEDAH KEPADA KERAJAAN
Politik
Ekonomi
Sosial
Teknologi
Environment (Alam Sekitar)
Legal (Perundangan)
Cepat, Tepat & Integriti
Produktif, Kreatif, Inovatif
Keyakinan penduduk dan komuniti peniaga meningkat
Memaksimakan penggunaan tanah di zon Kuantan Center.
Nilai hartanah meningkat
Kedudukan kolam takungan bawah tanah menjauhkan ia dari akses orang awam, lebih selamat.
Mengemukakan cadangan pembinaan kolam tadahan
bawah tanah di Padang MPK 2 bagi mengatasi masalah banjir di zon Kuantan Center

Mengemukakan cadangan bagi mengurangkan impak kejadian banjir di Bandar Kuantan
Tidak melibatkan proses pengambilan balik tanah.
Peningkatan perbandaran di kawasan Bandar Kuantan telah menambahkan kawasan yang tidak serap air.

Bandar Kuantan menghadapi peristiwa banjir hampir setiap tahun dan banjir terburuk sepanjang dua dekad ini berlaku hampir selang 10 tahun iaitu pada tahun 1991 dan 2001 serta yang terbaru 24 Disember 2012.

Daya tahan sistem: 50 tahun
Mengawal pengaliran air ketika
banjir.
Terutamanya di
kawasan bandar di
mana nilai tanah
tinggi.
PADANG MPK 2
Cadangan pembinaan kolam tadahan bawah tanah di Padang MPK 2, Kuantan
Matrik Kerangka Logik (Logical Framework Matrix)

*

Tiada Kesesakan Lalulintas

Tiada Kerosakan Fizikal

Kejayaan Pelan Tindakan Pihak Bertanggungjawab

Imej Kerajaan Yang Baik

Kebajikan peniaga & penduduk terpelihara

Penyelenggaraan yang sistematik

Analisa Strategi

Membina Kawasan Tadahan Air Bawah Tanah

Pembangunan yang menitikberatkan sistem perparitan & saliran

PERANCANGAN BANDAR YANG SISTEMATIK

Kawasan
Tadahan Air Yang Mencukupi

Sistem perparitan utama yang canggih dan berkesan

Longkang bersih dan aliran air lancar

Banjir Kilat Di Bandar Kuantan Tidak Berulang

*

Tiada Kesesakan Lalulintas

Tiada Kerosakan Fizikal

Kejayaan Pelan Tindakan Pihak Bertanggungjawab

Imej Kerajaan Yang Baik

Kebajikan peniaga & penduduk terpelihara

Penyelenggaraan yang sistematik

Analisa Objektif

CARA

MATLAMAT

Tujuan Projek / Outcome

Pembangunan yang menitikberatkan sistem perparitan & saliran

PERANCANGAN BANDAR YANG SISTEMATIK

Kawasan
Tadahan Air Yang Mencukupi

Sistem perparitan utama yang canggih dan berkesan

Longkang bersih dan aliran air lancar

Banjir Kilat Di Bandar Kuantan Tidak Berulang

*

Kesesakan Lalulintas

Kerosakan Fizikal

Kegagalan Pelan Tindakan Pihak Bertanggungjawab

Mencemar Imej Kerajaan

Kerugian kepada peniaga & penduduk

Tiada penyelenggaraan yang sistematik

Analisa Masalah

SEBAB

AKIBAT

Masalah Utama

Pembangunan yang pesat di Bandar Kuantan

PERANCANGAN BANDAR YANG TIDAK SISTEMATIK

Kurang Kawasan
Tadahan Air

Sistem perparitan utama tidak dapat menampung air

Longkang tersumbat akibat dipenuhi sampah domestik

Banjir Kilat Di Bandar Kuantan pada 24 Disember 2012
Tangki Tadahan Sementara
Reinforced concrete
2 padang bola sepak
180 m x 90 m x 6m
48.6 million litre
Pemantauan berkala
Rancangan tempoh pembinaan: 1 tahun

Lawatan tapak
Syariza Mohd Odman
A 60
Amirah Saidin
B 33
Nor Farhana Abd Wahab
B 44
Noor Azleena Azreen Mohd Othman
C 39
Mohd Hafiizh Ismail
B 14
Irwan Effendy Bahtiar
D 11
Muhammad Hailmi Abdull Razak
A 20
Ong Tze Shen
C 26
Yogeswary Sivasamy
D 61
Ahmad Irshad Md Razib
D 7
http://nexus.umn.edu/courses/cases/ce5212/f2002/cs5/cs5.html
http://www.bostonroads.com/roads/inner-belt/


Conclusion

Economic Development Research Group estimated 12% decrease in carbon monoxide emissions which results from stop-and-go traffic.
The underground expressway reduced noise levels by 25 to 33%.
Removing the elevated Central Artery created 320 acres of green space.
(Ranalli, 2006)




Environmental Improvement

Speed for the three harbour tunnels increased from 13 to 36 mph.

Afternoon peak hour travel times dropped from 16 to 3.1 minutes on Storrow Drive Eastbound to I-93.

It is easier now to reach the Logan Airport through Ted Williams Tunnel.







Traffic Improvement in Boston

Even though traffic volume grew by 23.5% (from 1995 – 2006): (MTA – Economics Impacts Report, 2006)
Traffic flow improved by 62%.
Massachusetts Turnpike Authority estimated a travel time decrease of 85% on some roads.
Average traffic speed on I-93 Northbound increased from 10 to 43 mph.


Traffic improvement in Boston

Build a tunnel under the harbour connecting the city to the Airport.
Demolish the elevated Central Artery and build a tunnel under downtown area to create 8 lane underground highway.
Replace the existing crossing over Charles River with one of the widest cable bridge in the world.

Solutions

Official planning started in 1982 by Massachusetts Secretary of Transportation Fredrick Salvucci.
During 1980’s, President Reagan opposed federal funding and vetoed the project bill.
In 1987, the Congressed approved federal funding and passed the bill by a single vote.
(Gelinas,2007)



Politics

Accident rate on the Elevated Central Artery was four times higher than the national average for urban interstates.

Accidents were more frequent on exits from the Elevated Central Artery onto local streets.

(The Central Artery / Third Harbour Tunnel Project)


Problem

Location

Introduction.
Problem description.
Politics.
Solution and main components of the project.
Outcomes and Results.
Conclusion.





Outlines

Mohammed Alsaif
Mohammed Alamri

The Central Artery/Tunnel Project

http://farm3.static.flickr.com/2447/3550274150_e657872941_b.jpg
http://www.omegacentre.bartlett.ucl.ac.uk/studies/cases/pdf/USA_BIGDIG_PROFILE_291010.pdf
http://upload.wikimedia.org/wikipedia/commons/b/b7/Callahan_Tunnel.png
http://www.roadtraffic-technology.com/projects/big_dig/
http://www.bostonmagazine.com/news/article/2013/09/24/mayor-tom-menino-big-dig-photos/




References

http://www.planetizen.com/node/66186


Halifax

(Boston Big Dig, Central Artery / Tunnel Project, Massachusetts, United States of America, 2012)

Ted Williams
Tunnel

I-90 Connector
Tunnel

D Street Portal

NORTH

Info: cost its complexity

Central Artery/ Tunnel Project

(Breen, 2013)

Bottlenecks in Downtown Boston:
The Sumner and Callahan tunnels under Boston Harbor, which connect downtown Boston and East Boston/Logan Airport, experienced extreme congestion levels, lasting for 10 hours daily.
(The Central Artery / Third Harbour Tunnel Project)



Problem

(weMove Massachusetts, 2014)

Highway traffic congestion:
Elevated Central Artery opened in 1959.
It had been designed to carry up to 75,000 vehicles per day.
During 1990’s, traffic increased to 200,000 vehicles per day.
(The Central Artery / Third Harbour Tunnel Project)


Problem

Central Artery / Tunnel (CA/T), or “The Big Dig”, is considered to be the largest, and most complex highway project in U.S.

It focuses mainly on motor vehicles and the infrastructure of Boston City.











Introduction

Completed in 2005.
It serves the underground Central Artery and connect Charlestown with South Boston.
One of the widest cable-stayed bridges in the world.
It is 1,432 ft long and has 10 lanes.

(Boston Big Dig, Central Artery / Tunnel Project, Massachusetts, United States of America, 2012)

Zakim Bridge

2012

2004

Completed in 2005.
Six-lane elevated Central Artery was replaced by an eight to ten-lane underground expressway.
Road is designed to carry up to 245,000 vehicles per day.

(Boston Big Dig, Central Artery / Tunnel Project, Massachusetts, United States of America, 2012)


Central Artery

Ted Williams Tunnel opened in 1995.
It has a total of four lanes.
It is a 1.6 mile-tunnel, .75 miles underwater.
It connects Logan International Airport with South Boston.
(Boston Big Dig, Central Artery / Tunnel Project, Massachusetts, United States of America, 2012)




Ted Williams Tunnel
Full transcript