Dongbok Multi-Purpose Dam Project: Summary of Final Design

목차 (Table of Contents)

• 1.0 Introduction
• 1.1 Objectives of Project
• 1.2 General Features of Project
• 1.3 Conclusion
• 2.0 Outline of Survey
• 2.1 Hydrology
• 2.1.1 Meteorology
• 2.1.2 Rainfalls
• 2.1.3 Runoffs
• 2.1.4 Floods
• 2.1.5 Sediment
• 2.1.6 Water Quality
• 2.2 Geology
• 2.3 Sources of Materials
• 3.0 Planning
• 3.1 Physical Dimensions
• 3.2 Dam Site and Type of Dam
• 3.3 Optimum Size of Dam
• 3.4 Planning of Multi-Purpose Dam
• 3.4.1 Water Supply for Domestic and Industrial Uses
• 3.4.2 Irrigation Water Supply
• 3.4.3 Flood Control
• 3.4.4 Hydro-Power
• 3.5 Allocation of Reservoir Storage
• 4.0 Designs
• 4.1 Dam
• 4.1.1 The Main Dam Body
• 4.1.2 Temporary Diversion Tunnel and Coffer Dam
• 4.2 Spillway
• 4.3 Waterway Structure
• 4.3.1 Intake
• 4.3.2 Pressure Tunnel
• 4.3.3 Surge Tank
• 4.3.4 Penstock
• 4.3.5 By-Pass
• 4.4 Power Station
• 4.4.1 Turbine
• 4.4.2 Generator
• 4.4.3 Main Transformer
• 4.4.4 Power House and Foundation
• 4.4.5 Tailrace
• 4.5 Outdoor Switchyard
• 4.6 Transmission Line
• 5.0 Construction Schedule and Program
• 5.1 Construction Schedule
• 5.2 Construction Program
• 5.3 Construction Cost
• 5.4 Yearly Breakdowns of Construction Cost
• 6.0 Cost Allocation and Economic Appraisal
• 6.1 Cost Allocation
• 6.1.1 Classification of Construction Cost
• 6.1.2 Methods of Cost Allocation
• 6.2 OM & R, Separable Cost, Alternative Cost and Justifiable Expenditures
• 6.2.1 OM & R Cost
• 6.2.2 Separable Costs
• 6.2.3 Alternative Costs
• 6.2.4 Justifiable Expenditures
• 6.3 Cost Allocation
• 6.3.1 Allocation of Reservoir Storage
• 6.3.2 OM & R Costs
• 6.3.3 Separable Costs
• 6.3.4 Alternatives Costs
• 6.3.5 Justifiable Expenditures
• 6.4 Cost Allocation and Economic Appraisal