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    Improved Analytical Model for Estimating the Capacity of a Waterway Lock

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 006
    Author:
    Liao Peng
    DOI: 10.1061/(ASCE)WW.1943-5460.0000473
    Publisher: American Society of Civil Engineers
    Abstract: The many locks built in the development of inland waterborne transport networks in past decades have become major bottlenecks in the China waterway system. Capacity has become one of the most important waterway lock characteristics. However, capacity is difficult to determine because it varies with the operating conditions. Although a traffic simulation is suitable for analyzing lock capacity, a reasonable analytical model may be more feasible and efficient, especially in the planning stage. The typical analytical model loses adaptability when the sizes of navigation locks and freight vessels are not uniform. Moreover, the lock capacity should have enough reserve to meet the peak demand under heavy traffic flow to provide the required level of service. In this article, an improved analytical model for estimating the lock capacity based on the load factor of the chamber area, relationship between the area and tonnage (RAT) of a freight vessel, and daily peak factor with a certain guarantee rate is presented. Three interrelated indicators (i.e., guarantee rate, traffic load, and time delay) are used to measure the lock level of service (LLOS) comprehensively. LLOS criteria and threshold values are proposed for the current conditions in China. Based on field data regarding the Beijing-Hangzhou Grand Canal, Yangtze River, and Xijiang River, the validations show that the improved model is reasonable, feasible, and very useful for an inland waterway network with nonuniform lock and vessel sizes. Additionally, optimal scheduling can be conducted based on the improved model to promote the development of uniform freight vessels in fully loaded operations as much as possible.
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      Improved Analytical Model for Estimating the Capacity of a Waterway Lock

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4248202
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorLiao Peng
    date accessioned2019-02-26T07:36:19Z
    date available2019-02-26T07:36:19Z
    date issued2018
    identifier other%28ASCE%29WW.1943-5460.0000473.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248202
    description abstractThe many locks built in the development of inland waterborne transport networks in past decades have become major bottlenecks in the China waterway system. Capacity has become one of the most important waterway lock characteristics. However, capacity is difficult to determine because it varies with the operating conditions. Although a traffic simulation is suitable for analyzing lock capacity, a reasonable analytical model may be more feasible and efficient, especially in the planning stage. The typical analytical model loses adaptability when the sizes of navigation locks and freight vessels are not uniform. Moreover, the lock capacity should have enough reserve to meet the peak demand under heavy traffic flow to provide the required level of service. In this article, an improved analytical model for estimating the lock capacity based on the load factor of the chamber area, relationship between the area and tonnage (RAT) of a freight vessel, and daily peak factor with a certain guarantee rate is presented. Three interrelated indicators (i.e., guarantee rate, traffic load, and time delay) are used to measure the lock level of service (LLOS) comprehensively. LLOS criteria and threshold values are proposed for the current conditions in China. Based on field data regarding the Beijing-Hangzhou Grand Canal, Yangtze River, and Xijiang River, the validations show that the improved model is reasonable, feasible, and very useful for an inland waterway network with nonuniform lock and vessel sizes. Additionally, optimal scheduling can be conducted based on the improved model to promote the development of uniform freight vessels in fully loaded operations as much as possible.
    publisherAmerican Society of Civil Engineers
    titleImproved Analytical Model for Estimating the Capacity of a Waterway Lock
    typeJournal Paper
    journal volume144
    journal issue6
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000473
    page4018021
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 006
    contenttypeFulltext
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