Consulting Service การรถไฟแหงประเทศไทย STATE RAILWAY OF THAILAND for Feasibility Study and Detailed Design STATE RAILWAY OF THAILAND The Construction of Double Track Railway on Consulting Servicefor Feasibility Study and Detailed Design Surat Thani - Hat Yai Junction - Songkhla Route Executive Summary Report of Detailed Design The Construction of Double Track Railway on Surat Thani - Hat Yai Junction Songkhla Route ExecutiveExecutive SummarySummary ReportReport ofof DetailedDetailed DesignDesign August 2016 (2559 B.E.) บริษัท เอ็ม เอ เอ คอนซัลแตนท์ จำกัด บริษัท พีบี เอเชีย จำกัด บริษัท โชติจินดา คอนซัลแตนท์ จํากัด บริษัท ปัญญา คอนซัลแตนท์ จำกัด บริษัท สแปน จำกัด บริษัท ยูทิลิตี้ ดีไซน์ คอนซัลแตนท์ จำกัด สิงหาคม 2559 MAA Consultants Co.,Ltd. PB Asia Ltd. Chotichinda Consultants Co.,Ltd. PANYA Consultants Co.,Ltd. Span Company Limited Utility Design Consultants Co.,Ltd. Executive Summary Report of Detailed Design Content Executive Summary Report of Detailed Design For the Construction of Double Track Railway on Surat Thani – Hat Yai Junction – Songkhla Route Content Page Content Content of Figure Content of Table Chapter 1 Introduction 1-1 1.1 Project Background 1-1 1.2 Objectives 1-3 1.3 Scope of Work 1-3 1.3.1 Section 1: Feasibility Study on Engineering, Economic, Social, 1-3 Finance and Optimal Investment Plan 1.3.2 Section 2: Detailed Design and Tender Document 1-3 1.3.3 Section 3: Study and Preparation for Environmental Impact 1-3 Assessment (EIA), Public Relation and Public Participation 1.3.4 Related duties as assigned by SRT 1-3 1.4 Work Plan 1-3 1.5 Submission of Reports, Drawings and Related Documents 1-4 Chapter 2 Passenger and Freight Demand Forecast 2-1 2.1 Primary and secondary data collection 2-1 2.2 Transport Demand Modelling 2-7 2.3 Passengers and freight volume forecast 2-14 2.4 Proper position for container Yard 2-30 Chapter 3 System Operation Plan 3-1 3.1 Working Process 3-1 3.2 Railway Alignment and Distance 3-1 3.3 Types of Passenger and Freight Train Service 3-3 3.4 Passenger Train Service Stopping Pattern 3-3 3.5 Design Rolling Stocks for the Project 3-5 3.6 Train Running Simulation 3-6 3.7 Forecasted Passenger Demand 3-6 3.8 Forecasted Freight Forwarding Demand 3-7 3.9 Basic criteria for performing system operation 3-8 3.10 Operation Service Pattern 3-8 3.11 Passenger and Freight Train Formation 3-9 3.12 Required Passenger and Freight Trains 3-9 3.13 Costs for Operation and Maintenance 3-11 Feasibility and Detailed Design for the Construction Content-1 of Double Track Railway on Surat Thani – Hat Yai Junction – Songkhla Route Executive Summary Report of Detailed Design Content Content (cont.) Page Chapter 4 System Operation Plan 4-1 4.1 Topographic Survey of Project Route and Mapping 4-1 4.1.1 Aerial Photographs and Base Map 4-1 4.1.2 Ground Control Points 4-1 4.1.3 Topographic Survey along Railway Route and Leveling 4-3 4.2 Survey of Structures and Encroachment of Land Owned by the State Railway 4-4 of Thailand 4.2.1 Survey of Structures on Land Owned by the State Railway of Thailand 4-4 4.2.2 Encroachment upon Land Owned by the State Railway of Thailand 4-5 4.3 Estimation of Compensation for Land and Structures 4-7 4.3.1 Compensation for Affected Land 4-7 4.3.2 Compensation for Affected Structures 4-8 4.3.3 Compensation for Affected Standing Timbers 4-8 4.4 Estimation of Compensation for Structures on Land Owned by the State Railway 4-9 of Thailand Chapter 5 Detailed Design 5-1 5.1 Route Alignment 5-1 5.1.1 Project Route 5-1 5.1.2 Design Criteria and Standard 5-1 5.1.3 Design Result of Route Alignment 5-4 5.2 Geotechnical and Railway Embankment 5-7 5.2.1 Soil Profile 5-7 5.2.2 Survey on Source of Construction Materials 5-7 5.2.3 Design Concept, Principle and Standard 5-7 5.2.4 Embankment Design Result 5-8 5.2.5 Protection System for Soil Slope Failure and Erosion 5-10 5.2.6 Railway Tunnel 5-11 5.3 Railway Crossing and Fencing 5-12 5.3.1 Conceptual Solution for Railway Crossing 5-12 5.3.2 Types and Forms of Grade Separated Railway Crossings 5-13 5.3.3 Location of Grade Separated Railway Crossings 5-15 5.4 Railway Bridge and Crossing Structure 5-16 5.4.1 Design concept and design standard and criteria 5-16 5.4.2 Bridge structure 5-18 5.4.3 Elevated railway structure 5-19 5.4.4 Overpass 5-20 5.4.5 Underpass 5-21 5.4.6 Turn Bridge 5-22 5.5 Station, Station Yard and Related Components 5-23 5.5.1 Station Location and Re-location 5-23 5.5.2 Design Concept, Standards and Criteria 5-25 5.5.3 Architecture of Station Building and other buildings 5-26 5.5.4 Layout of Station Yard and Building 5-29 Feasibility and Detailed Design for the Construction Content-2 of Double Track Railway on Surat Thani – Hat Yai Junction – Songkhla Route Executive Summary Report of Detailed Design Content Content (cont.) Page 5.5.5 Recommendation for area development to promote SRT’s activities 5-31 5.5.6 Road and Station Access 5-34 5.5.7 External Water Supply System 5-35 5.5.8 Power Supply System 5-35 5.6 Container Yard 5-37 5.7 Building Structure and Service System 5-38 5.7.1 Station Structure Design 5-38 5.7.2 Building Services 5-39 5.8 Drainage System 5-43 5.8.1 Survey and Inspection of Catchment Area (Canal, River, Reservoir) 5-43 5.8.2 Hydrologic Study 5-43 5.8.3 Hydraulic Study 5-45 5.8.4 Design Criteria, Standard and Requirement 5-45 5.9 Depot Work Shop Maintenance Design 5-48 5.9.1 Depot Work Shop Evaluation 5-49 5.9.2 Proposed solution for depot workshop expansion 5-51 5.9.3 Depot Facilities Design 5-52 5.10 Trackwork 5-54 5.10.1 Schematic Track Layout 5-54 5.10.2 Concept Standard and Requirement 5-57 5.10.3 Trackwork components 5-58 5.11 Signalling and Telecommunication System 5-60 5.11.1 Signalling Train Control 5-60 5.11.2 Telecommunication System Design 5-61 5.11.3 Local Area Control Centre : LACC 5-66 5.11.4 SIGNALLING DESIGN 5-66 5.12 Detailed Work Plan 5-69 Chapter 6 Cost Estimation and Tender Document 6-1 6.1 General Requirement for Median Cost Estimation 6-1 6.2 Summary of Estimated Construction Cost 6-2 6.3 Tender Document 6-3 Feasibility and Detailed Design for the Construction Content-3 of Double Track Railway on Surat Thani – Hat Yai Junction – Songkhla Route Executive Summary Report of Detailed Design Content Content of Figure Page Figure 1.1-1 Project Location and Railway Route 1-2 Figure 2.2-1 Four-Step Model 2-7 Figure 2.2-2 Trip Length Distribution Curve 2-8 Figure 2.2-3 Logit Model 2-9 Figure 2.2-4 Border Crossings as External Zones 2-10 Figure 2.2-5 Different Types of NAM Transport Networks 2-11 Figure 2.2-6 Location of Train Stations 2-12 Figure 2.3.-1 Guideline on estimation of the number of passengers 2-15 Figure 2.3.4-1 Origin-Terminal stations, types of goods, modes of transportation which are 2-24 potentially performed by trains in the studied area. Figure 2.3.4-2 Forecasted product volumes in the studied area (unit: ton) 2-25 Figure 2.3.4-3 Forecasted product volume in the studied area (unit:TEUs) 2-26 Figure 2.3.4-4 Forecasted product volumes on rail transport in the studied area for different 2-27 cases (unit:ton) Figure 2.3.4-5 Forecasted product volumes on rail transport in the studied area for different 2-28 cases (unit: TEUs) Figure 3.1–1 Flow chart showing Service Operation Plan process 3-1 Figure 3.10–1 Current service route for Surat Thani – Hatyai – Song Khla railway 3-9 Figure 3.13–1 Estimated O&M Annual Costs for 2021 - 2051 3-12 Figure 4.1.1-1 Aerial Photographs from UAV at Thung Song Station and Songkhla Station 4-1 Figure 4.1.2-1 Sample of Primary Horizontal Control Points 4-2 Figure 4.1.2-2 Secondary Horizontal Control Points 4-3 Figure 4.1.3-1 Topographical Survey along Project Route 4-4 Figure 4.2.1-1 Meeting with Community Leaders, September 3-4, 2015 4-4 Figure 4.2.1-2 Meeting with Community Leaders, October 13-14, 2015 4-5 Figure 4.2.2-1 Briefing Session to Train Officials and Explain Work Process 4-5 Figure 4.2.2-2 Buildings and Structures on Land Owned by the State Railway of Thailand 4-6 Figure 5.1.2-1 Structural and loading gauges 5-3 Figure 5.1.3-1 Typical cross section of Surat Thani-Hat Yai Junction 5-5 Figure 5.1.3-2 Typical cross section of Hat Yai Junction-Songkhla section 5-5 Figure 5.1.3-3 Project Railway Route 5-6 Figure 5.2.4-1 Typical section of embankment: Surat Thani – Hat Yai subsection 5-9 Figure 5.2.4-2 Typical section of embankment: Surat Thani – Hat Yai subsection 5-9 Figure 5.2.4-3 Typical section of embankment: Hat Yai – Songkhla subsection 5-9 Figure 5.2.5-1 Erosion protection by back slope benching 5-10 Figure 5.2.6-1 Cross section of semicircle tunnel constructed by drill and blast 5-11 Figure 5.3-1 Example of fence installation 5-12 Figure 5.3.2-1 Railway bridge over highway 5-13 Figure 5.3.2-2 Overpass over railway 5-13 Figure 5.3.2-3 U-shape and H-shape turn bridge 5-13 Figure 5.3.2-3 Underpass 5-14 Figure 5.3.2-4 Service road 5-14 Figure 5.3.2-6 Crossing bridge for pedestrians and motorcycles 5-14 Feasibility and Detailed Design for the Construction Content-4 of Double Track Railway on Surat Thani – Hat Yai Junction – Songkhla Route Executive Summary Report of Detailed Design Content Content of Figure(cont.) Page Figure 5.4.1-1 Group Loading combination – service load design with settlement (OF) consideration 5-17 as specificed in AREMA (2014) Figure 5.4.1-2 Load combination and load factors with settlement (SE) consideration as specified 5-17 in AASHTO Figure 5.4.2-1 Cast In-situ Reinforced Concrete Slab bridge 5-19 Figure 5.4.2-2 Prestressed concrete girder bridge 5-19 Figure 5.4.2-3 Steel bridges 5-19 Figure 5.4.3-1 Illustration of an