Surabaya Tram (1)

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DED Surabaya Tram
Kementrian Perhubungan Direktorat Jenderal
Perkeretaapian Balai Teknik Perkeretaapian Jawa
Bagian Timur

• A brief report

Workshop Technical Assistance for Surabaya Mass
Rapid Transport Feasibility Study Shima Room,
Hotel Majapahit, Surabaya27 Oktober 2015
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Contents

• Location Map
• Scope of Work
• Workflow for Operation, System and Rolling Stock
• Operation
• Track Geometry
• Tram Stops
• Load
• Design Calculation
• Standard Design
• Tramway Structure
• Tramway Track Installation Method

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Location Map
Tanjung Perak
Phase 2
Rajawali / Jembatan Merah
Phase 1
Joyoboyo
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Scope of Work
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Workflow for Operation, System and Rollingstock
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Tram Stops and Passenger
No Halte Asal Halte Tujuan Jarak (m) Jumlah penumpang maksimum per jam (PPHPD)
1 Joyoboyo Kebun Binatang 377.5 2500
2 Kebun Binatang Taman Bungkul 410.17 3000
3 Taman Bungkul Bintoro 643.59 3500
4 Bintoro Pandegiling 823.05 3750
5 Pandegiling Urip Sumoharjo 458.5 3750
6 Urip Sumoharjo Kombepol M Duryat 485.77 4500
7 Kombepol M Duryat Tegalsari 565.49 3000
8 Tegalsari Embong Malang 519.64 3000
9 Embong Malang Kedungdoro 582.75 3000
10 Kedungdoro Pasar Blauran 595.91 3000
11 Pasar Blauran Bubutan 415.78 3500
12 Bubutan Pasar Turi 542.11 3500
13 Pasar Turi Kemayoran 356.68 3750
14 Kemayoran Indrapura 780.57 3750
15 Indrapura Rajawali 429.88 3750
16 Simpang Rajawali Kalisosok 576.74 3750
17 Kalisosok Jembatan Merah 471.05 1500
18 Jembatan Merah Veteran 278.28 2500
19 Veteran Kebunrojo 491.8 2250
20 Kebunrojo Tugu Pahlawan 357.98 3000
21 Tugu Pahlawan Baliwerti 646.07 3000
22 Baliwerti Genteng Kali (Siola) 415.76 3000
23 Genteng Kali (Siola) Genteng Besar 380.77 3000
24 Genteng Besar Pasar Tunjungan 255.63 3500
25 Pasar Tunjungan Simpang Dukuh (Gubernur Suryo) 433.17 3750
26 Simpang Dukuh (Gubernur Suryo) Yos Sudarso 335.43 4000
27 Yos Sudarso Bambu Runcing 460.97 4250
28 Bambu Runcing Sonokembang 561.56 4250
29 Sonokembang Urip Sumoharjo 197 2500
  Urip Sumoharjo Pandegiling 458.5 2500
  Pandegiling Bintoro 823.05 3000
  Bintoro Taman Bungkul 643.59 3000
  Taman Bungkul Kebun Binatang 410.17 2500
  Kebun Binatang Joyoboyo 377.5 2500
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Tram Stops and Passenger
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Tramway Track Installation
Arah Lalulintas
278.28 m
646.07 m
Arah Lalulintas
Mixed Traffic
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Tram Operation

• Uni-directional operation
• No over passing
• Dwelling Time 30 second at Tram Stops and 10
  second at intersection
• Dwelling time at terminus station
• Speed maximum 40 km/h

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Determination of Light Rail Single Track Travel
Time
CALCULATION OF LIGHT RAIL SINGLE TRACK TRAVEL TIME CALCULATION OF LIGHT RAIL SINGLE TRACK TRAVEL TIME CALCULATION OF LIGHT RAIL SINGLE TRACK TRAVEL TIME CALCULATION OF LIGHT RAIL SINGLE TRACK TRAVEL TIME CALCULATION OF LIGHT RAIL SINGLE TRACK TRAVEL TIME CALCULATION OF LIGHT RAIL SINGLE TRACK TRAVEL TIME
km/h Vav   average speed 7 mph
seconds Tst 139 time to cover single track section time to cover single track section time to cover single track section
m Lst 410.17 length of single track section length of single track section
m L 30 train length
Ns 1 number of stations on single track section number of stations on single track section number of stations on single track section
seconds td 30 station dwell time
km/h vmax 30 maximum speed reached maximum speed reached
m/s2 ds 1.2 deceleration rate
seconds tjl 0.5 jerk limiting time
seconds tbr 1.5 operator and braking system reaction time operator and braking system reaction time operator and braking system reaction time
seconds SM 1.1 speed margin
tom 20 operating margin
seconds tsl 6 time to throw and lock switch time to throw and lock switch
Source TCRP Report 13 Rail Transit
CapacityBraking and acceleration curves omitted
for clarity
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Time Table
Time Headway
0500-0700 12 minute
0700-1000 6 minute
1000-1600 12 minute
1600-1900 6 minute
1900-2300 12 minute
Source TCRP Report 13 Rail Transit
CapacityBraking and acceleration curves omitted
for clarity
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Tram Travel
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Floor Height
0
70
100
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Floor Height with Different Track Gauge
Feature Narrow Gauge (1067mm) Standard Gauge (1435mm)
Peron Height and Light Rail Vehicle Shall be High floor At grade Low floor At aerial High floor
Floor Height High-floor 600 mm
Peron
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Power Supply
Power Suply
Eksternal
Internal On Board
OCS
Interupted
GLPS
Energy Storage
Energy Generate
Third Rail
Battery
Conduit
Inductive
Combusion Energy
Super Capasitor
Fuel Cell
Hidrogen
Flywheel
Hybrid
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Kinematic Envelope for Straight Track
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Tramway Track Structure
With fastener
Without fastener
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Grass Track
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Drainage
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Space Requirement
FOR STRAIGHT TRACK AND R gt 300
FOR 60 lt R lt 100
FOR 100 lt R lt 300
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Clearances from DKE
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Distances Between Adjuscent Tram
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Tramway at Median
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Tram Stops
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Tram Stops at One Direction Road
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• Thank You