發(fā)布時間：2022-10-04 21:03

　　為了滿足阿爾及利亞不斷增長的乘客出行需求,當?shù)卣媱澩ㄟ^幾個城市建設(shè)一條速度為220公里/小時且距離SAIDA和ELBAYADH之間200公里的新鐵路。這個研究主題的選擇主要是由于政府一直對鐵路及其問題感興趣,其中最重要的是創(chuàng)建,組織和管理鐵路網(wǎng)絡(luò)數(shù)據(jù)庫。研究問題是如何在鐵路線SAIDA-ELBAYEDH上選擇這三條可變路徑之間的最佳路徑,因此,使用AHP過程來定義七個評估標準所采用的最優(yōu)路徑:如一致性,可達性,列車運行效率,可施工性,環(huán)境因素,維護和工程成本,因此,根據(jù)每個變量的性能等級,我們提供最有效和最便捷的路線,在我們獲得最佳路線后,我們必須在所選擇的路徑上實施所有鐵路固定設(shè)施利用GIS通過DBMS關(guān)系（圖形數(shù)據(jù),屬性數(shù)據(jù)）管理這些設(shè)施,最后利用MapInfo軟件創(chuàng)建物理數(shù)據(jù)模型,建立新鐵路線規(guī)劃的地理信息系統(tǒng)。這項工作是反思過程的一部分,旨在豐富對有關(guān)計劃路線實現(xiàn)的數(shù)據(jù)規(guī)劃過程的理解;它旨在提出一種基于多標準層次分析方法和地理信息系統(tǒng)相結(jié)合的模型。通過使用多標準層次分析方法包含的方法,采用的方法強調(diào)使用SAIDA-ELBAYEDH計劃鐵路線上的數(shù)據(jù)來選擇最佳路線,這是確保實... 

【文章頁數(shù)】：106 頁

【學位級別】：碩士

【文章目錄】：
Acknowledgement
摘要
ABSTRACT
PREFACE
1 INTRODUCTION
    1.1 BACKGROUND
    1.2 MOTIVATION AND OBJECTIVE OF THE RESEARCH
    1.3 SCOPE OF THE RESEARCH
    1.4 SIGNIFICANCE OF THE RESEARCH
2 LITERATURE REVIEW
    2.1 GENERAL Review
    2.2 EXPECTED OUTCOME
3 USE OF THE A.H.P TO CHOOSE THE OPTIMAL PATH OF THE RAILWAY PROJECT
    3.1 Background of Analytic Hierarchy Process
        3.1.1 How does AHP work?
        3.1.2 Different stages of the AHP method
        3.1.3 The AHP-Step by step
    3.2 EXAMINING RAILWAY'S ROUTES
    3.3 CURRENT SITUATION OF THE EXISTING LINE
    3.4 EXAMINATION OF ROUTE'S VARIABLES
        3.4.1 Examination by section
        3.4.2 Definition of variables
        3.4.3 Comparison of variables
    3.5 OPTIMAL PATH REVIEW
        3.5.1 Performance review of each variable
        3.5.2 Performance evaluation of each variable
        3.5.3 Calculation of the performance rating of each variable
        3.5.4 The summary of each variable and the choice of the optimal route
    3.6 CONCLUSION
4 IMPLEMENTATION OF GIS RELATING TO RAILWAY'S FIXED FACILITIES
    4.1 RAILWAY'S FACILITIES AND EQUIPMENTS
        4.1.1 The Track system and its components
        4.1.2 The track (superstructure-subgrade)system
        4.1.3 Attaching rails to sleepers Fastenings
        4.1.4 Track circuit
        4.1.5 European Railway Traffic Management System "ERTMS"
        4.1.6 Railway turnouts
        4.1.7 Railway signaling
        4.1.8 Railway Station facilities
        4.1.9 Switching station
        4.1.10 Fixed installations of railway electric traction
    4.2 RAILWAY'S FIXED FACILITIES OF THE PROJECTED LINE
        4.2.1 Dimensioning of the installations of the passengers and freight railway stations
        4.2.2 Description of the plan and facilities by type of railway station
        4.2.3 Plan of tracks and railway turnout's facilities by railway station
    4.3 PRESENTATION OF THE GEOGRAPHICAL INFORMATION SYSTEM SOFTWARE
        4.3.1 GI.S modeling
        4.3.2 Relational DBMS
    4.4 CREATION OF THE CONCEPTUAL DATA MODEL(CDM)
        4.4.1 Management rules
        4.4.2 Identification of relations between entities
        4.4.3 Conceptual Data Model CDM
    4.5 CREATION OF RELATIONAL LOGICAL DATA MODEL(LDM)
        4.5.1 Rule of passage from CDM to relational LDM
        4.5.2 Rules of relation's passage
        4.5.3 The Logical Data Model(LDM)
    4.6 DEVELOPMENT OF THE PHYSICAL DATA MODEL(PDM)
        4.6.1 Fields of the tables
        4.6.2 Creating tables
        4.6.3 Result of a relational DBMS between two tables
    4.7 IMPLEMENTATION OF GIS OF RAILWAY STATIONS
        4.7.1 AINELHDJAR Railway station
        4.7.2 SIDI AHMED Railway station
        4.7.3 EL KHEITHER Railway station
        4.7.4 BOUGTOB Railway station
        4.7.5 KEF EL AHMAR Railway station
    4.8 QUERIES,STATISTICAL AND THEMATIC ANALYSIS
        4.8.1 SQL Structured query language
        4.8.2 Statistical analysis
        4.8.3 Thematic analysis
5 CONCLUSIONS AND RECOMMENDATIONS
    5.1 CONCLUSIONS
    5.2 RECOMMENDATIONS
REFERENCES
APPENDIX
DECLARATION OF ORIGINALITY
DATASET FOR THE MASTER'S THESIS



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