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  • Technical Report Documentation Page 1. Report No.

    SWUTC/16/600451-00039-1

    2. Government Accession No.

    3. Recipient's Catalog No.

    4. Title and Subtitle

    Waterway System Maintenance Optimization

    5. Report Date

    August 2016 6. Performing Organization Code

    7. Author(s)

    Mohammadadel Khodakrami

    8. Performing Organization Report No.

    Report 600451-00039-1 9. Performing Organization Name and Address Texas A&M Transportation Institute

    Texas A&M University System

    College Station, Texas 77843-3135

    10. Work Unit No. (TRAIS)

    11. Contract or Grant No.

    DTRT12-G-UTC06 12. Sponsoring Agency Name and Address

    Southwest Region University Transportation Center

    Texas A&M Transportation Institute

    Texas A&M University System

    College Station, Texas 77843-3135

    13. Type of Report and Period Covered

    14. Sponsoring Agency Code

    15. Supplementary Notes

    Supported by a grant from the U.S. Department of Transportation, University Transportation Centers

    Program and general revenues from the State of Texas 16. Abstract

    Coastal lines, harbors/ports, and inland waterways constitute the marine transportation system, a major component of the United States freight system, carrying a vast majority of foreign imports and exports and a significant amount of

    domestic freight. This system needs regular maintenance. US Army Corps of Engineers (USACE) is in charge of the

    waterway system maintenance. However, the limited maintenance budget needs to accommodate a large number of

    maintenance requests for dredging and dam repair, etc. The requests often exceed the budget available by much. A

    decision facing the USACE management is what projects to fund and how to select them. This research aims at providing

    the necessary models and tools to facilitate maintenance decisions at the USACE. The objective is to maximize the overall

    system improvement under annual limited budget. The underlying problem can be modeled as a knapsack problem with an

    additional constraint that increases the problem complexity. The additional constraints describe the benefit

    interdependency of different maintenance projects due to the waterways network effect.

    This research tackles the maintenance problem at different levels. First, an integer selection model is developed to

    find the optimal set of dredging projects (waterway sediment removal operation) and some heuristics are developed to

    provide near-optimal solutions in computationally guaranteed polynomial time. Next, a model is developed to allow partial

    dredging. Partial dredging means partially conducting the requested dredging operation. The model is able to determine the

    percentage of the dredging depth to fund instead of a zero-one dredging decision for each project.

    Further, a stochastic problem is considered regarding to the probabilistic shoaling process. To solve the

    probabilistic problem, two methods are designed: an analytical model that takes account of probability in terms of

    expected values, and a stochastic optimization approach was developed based on Monte-Carlo simulation.

    Finally, the problem is modeled in a multi-modal context where the maintenance decisions are made

    simultaneously on dredging and lock/dam improvement. In this multimodal model, the effect of landside modes capacity

    is considered comprehensively. All the developed methods are tested with real examples from US marine network and

    their performance is approved by comparison to real situation. 17. Key Words

    Waterway, Maintenance, Dredging

    18. Distribution Statement

    No restrictions. This document is available to the

    public through NTIS:

    National Technical Information Service

    5285 Port Royal Road

    Springfield, Virginia 22161 19. Security Classif.(of this report)

    Unclassified

    20. Security Classif.(of this page)

    Unclassified

    21. No. of Pages

    132

    22. Price

    Form DOT F 1700.7 (8-72) Reproduction of completed page authorized

  • WATERWAY SYSTEM MAINTENANCE OPTIMIZATION

    A Dissertation

    by

    MOHAMMADADEL KHODAKRAMI

    Submitted to the Office of Graduate and Professional Studies of Texas A&M University

    in partial fulfillment of the requirements for the degree of

    DOCTOR OF PHILOSOPHY

    Chair of Committee, Xiubin B. Wang Committee Members, Yunlong Zhang Luca Quadrifoglio Sivakumar Rathinam Kenneth Ned Mitchell Head of Department, Robin Autenrieth

    August 2016

    Major Subject: Civil Engineering

    Copyright 2016 Mohammadadel Khodakarami

  • ii

    ABSTRACT

    Coastal lines, harbors/ports, and inland waterways constitute the marine transportation

    system, a major component of the United States freight system, carrying a vast majority

    of foreign imports and exports and a significant amount of domestic freight. This system

    needs regular maintenance. US Army Corps of Engineers (USACE) is in charge of the

    waterway system maintenance. However, the limited maintenance budget needs to

    accommodate a large number of maintenance requests for dredging and dam repair, etc.

    The requests often exceed the budget available by much. A decision facing the USACE

    management is what projects to fund and how to select them. This research aims at

    providing the necessary models and tools to facilitate maintenance decisions at the

    USACE. The objective is to maximize the overall system improvement under annual

    limited budget. The underlying problem can be modeled as a knapsack problem with an

    additional constraint that increases the problem complexity. The additional constraints

    describe the benefit interdependency of different maintenance projects due to the

    waterways network effect.

    This research tackles the maintenance problem at different levels. First, an

    integer selection model is developed to find the optimal set of dredging projects

    (waterway sediment removal operation) and some heuristics are developed to provide

    near-optimal solutions in computationally guaranteed polynomial time. Next, a model is

    developed to allow partial dredging. Partial dredging means partially conducting the

    requested dredging operation. The model is able to determine the percentage of the

    dredging depth to fund instead of a zero-one dredging decision for each project.

  • iii

    Further, a stochastic problem is considered regarding to the probabilistic shoaling

    process. To solve the probabilistic problem, two methods are designed: an analytical

    model that takes account of probability in terms of expected values, and a stochastic

    optimization approach was developed based on Monte-Carlo simulation.

    Finally, the problem is modeled in a multi-modal context where the maintenance

    decisions are made simultaneously on dredging and lock/dam improvement. In this

    multimodal model, the effect of landside modes capacity is considered

    comprehensively. All the developed methods are tested with real examples from US

    marine network and their performance is approved by comparison to real situation.

  • iv

    DEDICATION

    This dissertation is dedicated to my amazing family: my lovely wife Mahsa, my dearest

    mother Jila, and my wonderful brother Nima. It would not have happened without their

    encouragement, support and love. Finally, I would like to dedicate this dissertation to the

    memory of my beloved father Ali, who always inspired and encouraged me to be a better

    human.

  • v

    ACKNOWLEDGEMENTS

    I would like to express my gratitude and appreciation to my advisor, Dr. Xiubin B.

    Wang, for his constant support and guidance during my study at Texas A&M University,

    and specially for providing the funding for my entire PhD study. Not only as a mentor,

    but also as a friend, he has truly had a profound impact on my life.

    I would also like to thank the rest of my advisory committee, Dr. Yunlong

    Zhang, Dr. Luca Quadrifoglio, Dr. Sivakumar Rathinam, and Dr. Kenneth Ned Mitchell

    for their insightful comments and critical reviews of this dissertation. Particularly, I

    would like to thank Dr. Kenneth Ned Mitchell whose keen and bright understanding of

    the problem incented me to deepen my research from various perspectives, and his kind

    support with time, data, and patience kept my research forward.

    I am greatly thankful to the Texas A&M University for providing me an

    invaluable research experience.

    The author recognizes that support for this research was provided by a grant from

    the US Army Corps of Engineers and the Southwest Region University Transportation

    Center (SWUTC), which is funded, in part, with general revenue funds from the State of

    Texas.

  • vi

    NOMENCLATURE

    USACE US Army Corps of Engineers

    OD Origin- Destination

    SAA Sample Average Approximation

    O&M Operation and Maintenance

  • vii

    TABLE OF CONTENTS

    Page

    ABSTRACT ...................................................................................................................... II

    DEDICATION ..............................................................................