JOHN R. HEADLAND, P.E. HEADLAND & ASSOCIATES LLP
ASCE Diplomate Coastal Engineering (D.CE) ASCE Diplomate Port Engineering (D.PE)
CAREER SUMMARY • • • • • • • • • • • • • • •
CO-OP for USACE CERC (1977-1980) Moffatt & Nichol (1980-1987) U.S. Navy (1987-1992) Moffatt & Nichol (1992-2014) Sr. VP since 2000 – Northeast Regional Manager (1996-2006) – Practice Leader (2006-2014) Opened Baltimore Office (1992) Opened New York Office (1996) Managed practice of 90+ staff of engineers and scientists in 26 offices Practice focuses (modeling, planning, design, field work, construction support) Coastal Engineering Port Planning Ship mooring and maneuvering Dredging technology (cost estimates, production rates) Coastal, Estuarine, and Riverine modeling Environmental (water quality, ecosystem restoration, contaminated sediments) Formed Headland & Associates (2014)
PROFESSIONAL ACTIVITIES • • • • • •
> 85 presentations and papers American Society of Civil Engineers (Former member of COPRI/ACOPNE Board) Tau Beta Pi, National Engineering Honor Society Permanent International Association of Navigation Congresses PIANC (International Vice President, several working groups) Former Member, Marine Board, National Research Council, National Academy of Sciences Member Coastal Engineering Research Board, US Army Corps of Engineers (since 2009)
REGISTRATION: Professional Engineer: New York (#75552-1), 1998 Maryland (#14560), 1986 New Jersey (#GE 43220), 2000 California (Civil #36561), 1983 EDUCATION: Doctoral Studies, Civil Engineering, Duke University, 1984-1986 M.S., Civil Engineering, California State University Long Beach, 1983
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Two EXPERIENCE: (continued): B.S., Civil Engineering, George Washington University, 1980 (Graduated with Special Honors) PROFESSIONAL AFFILIATIONS: American Society of Civil Engineers (former Member of COPRI Board) Tau Beta Pi, National Engineering Honor Society Member Coastal Engineering Research Board, US Army Corps of Engineers (2008-present) Permanent International Association of Navigation Congresses: International Vice President EXCOM member, Member of Various Working Groups; 2014 PIANC Congress Co-Chair with Assistant Secretary of the Army for Civil Works) Former Member, Marine Board, National Research Council, National Academy of Sciences Member, External Advisory Committee, Civil and Environmental Engineering, University of Delaware Mr. Headland is President of Headland & Associates (H&A), a 2014 start-up small business. Prior to H&A he was a Senior Vice President for Moffatt & Nichol since 2000. He has served as practice leader for Coastal, Water, and Environment since 2006. He started with the firm in 1980, opened the firm’s Baltimore office in 1992 and the firm’s New York City office in 1996. Over a 34 year career as a port, ocean, coastal and hydraulic engineer, he has specialized in the planning/design of port and coastal infrastructure/restoration projects throughout the world. His experience includes: coastal ecosystem restoration; coastal protection works; beach and inlet management; port planning; harbor protection works, and ship mooring/berthing navigation channel design; dredging and land reclamation; dredged material management; modeling of coastal/estuarial/riverine hydrodynamics, water quality and sediment transport;. He has extensive modeling experience with several platforms including those of the: (1) U.S. Army Corps of Engineers, Delft Hydraulics/Deltares (DELFT 3D), (2) Danish Hydraulics Institute (MIKE 21 and MIKE 3), and (3) Maritime Institute of the Netherlands (TERMSIM and SHIPMA.) He has developed a number of models for ship moorings, wave transformation, coastal structure design optimization, and sediment transport. Recently, he has developed modeling tools for adaptive management of sea level rise for coastal structures, beaches, and estuarial marshes. Mr. Headland has served as principal-in-charge for numerous large projects including the NY/NJ Harbor Navigation Study, NY/NJ Port Master Plan, the Port Newark Container Terminal Development, and the Sussex St. Pier Reconstruction at the Goldman Sachs complex in Jersey City. He has served in same role for a number of coastal engineering projects including the Fire Island to Montauk Point Shore Protection Project, the NY Harbor Dredged Material Management Project, the Westhampton Beach Interim Shore Protection project, and the Poplar Island Environmental Restoration Project. He has been involved in numerous marine terminal and offshore mooring projects at Bath Iron Works, Guam Shipyard, and at jetty, multiple buoy, and single buoy moorings for a variety of Government and Oil Industry clients throughout the world. Recent overseas projects include commercial port, small craft harbors, coastal works, and/or LNG/Petroleum terminals in Albania, Argentina, Australian, Bahamas, Belize, Brazil, Chile, China, Colombia, Costa Rica, Dominican Republic, Equator, Equatorial Guinea, Gabon, Guatemala, India, Indonesia, Ireland, Israel, Korea, Kuwait, Malaysia, Mexico, Monaco, Mozambique, Nigeria, Oman,
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Three EXPERIENCE: (continued): Panama, Pakistan, Peru, Qatar, Russia, Saudi Arabia, Singapore, Sri Lanka, Thailand, Tunisia, Turkey, United Arab Emirates, Venezuela, Vietnam, and others. Mr. Headland served as the U.S. Navy's worldwide technical consultant for harbor and coastal facilities from 1996 to 1992, and returned to the firm in 1992 as a principal. In his Navy role, he was responsible for planning and design guidance for the development of major waterfront facilities throughout the world. He was responsible for updating NAVFAC design manuals to reflect state-ofthe-art harbor and coastal engineering design methods. These included DM-26.1, "Harbors," DM26.2, "Coastal Protection," DM-26.3, "Coastal Sedimentation and Dredging," DM-26.4, "Fixed Moorings, and DM-26.5, "Fleet Moorings." His service was recognized and honored in 1989, when he received NAVFAC's Engineer of the Year award. He was an employee of the U.S. Army Corps of Engineers Coastal Engineering Research Center from 1977 to 1980. REPRESENTATIVE PROJECT EXPERIENCE: Coastal North Atlantic Coast Comprehensive Study, Hurricane Sandy, US Army Corps of Engineers. M&N Principal-in-charge for a major coastal engineering assessment of the North Atlantic Coast of the U.S. in the wake of Hurricane Sandy. The goals of the Comprehensive Study were to: (1) Provide strategies that reduce risks to vulnerable coastal populations, and (2) Promote resilient coastal communities to ensure a sustainable and robust coastal landscape system. The study considered future sea level rise and climate change scenarios in this effort to reduce risk to vulnerable populations, property, ecosystems, and infrastructure. M&N was responsible for developing protection systems including coastal structures, beach/dune nourishment, storm surge barriers, and ecosystem restoration features. Long Distance Sediment Pipeline. Principal-in-charge for development of a long distance sediment pipeline designed to transport sediments from the Mississippi River some 15 miles into the Barataria Basin in Lousiana. The work was performed for the State of Louisiana. Avalon Groin Field Study, Avalon, NJ. M&N Principal-in-charge for a study to mitigate shoreline erosion south of Townsends Inlet. Delft3D, X-Beach and Genesis models were used to document existing conditions and develop mitigation schemes. Schemes included: conventional groins,Tgroins, offshore breakwaters, and artificial headlands. Morgan City Channel. This study considered the use of water injection dredging as a means for reducing maintenance of fluid mud at the subject channel. Greenpoint Brooklyn. Study for shore protection at this East River location. Canal Del Dique. This study examined the possibility of controlling flow/sediment in this canal. Specifically, the firm was to examine the efficacy of constructing 3 rock-dike constrictions which had been proposed by other parties. The overall purpose of the study was to reduce the sediment reaching Cartagena Bay. Confidential Client-Brazil. This investigation looked at the feasibility of developing a new LNG port facility. Port of Cleveland. Dredged material management project. Lotus Island, China Study of a new artificial island in the Tonkin Gulf.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Four EXPERIENCE: (continued): Rio Magdalena Port. Study of an offshore port at the Mouth of the Magdalena River, Colombia Port of Charleston, Sedimentation. Sedimentation study for an embayment adjacent to the Cooper River. Israel. Evaluation of coastal processes and potential shore projection for the Israeli coast. Bolsa Chica Lowlands Restoration, Orange County, CA. Principal in charge of a major coastal ecosystem restoration project involving alternatives development to restore tidal conditions, salt marsh habitat, & water quality in a major coastal embayment in Southern California. Restoration project was developed as part of a plan to compensate for land reclamation planned for ports. Project involved hydrodynamic & water quality modeling, dredging, cost estimating, and coastal jetty design, including modeling of impacts on adjacent shorelines using GENESIS, EIS preparation, and wetlands creation. Fire Island to Montauk Point Reformulation Study, NY. Principal-in-charge of a significant effort to examine opportunities for environmental restoration of FIMP study area. Specific plans included construction of wetlands, artificial washover fans, back island nourishment, & dune habitat areas. Provided engineering plans, cost estimates & detailed understanding of regional environment. Utilized results of detailed models of estuarial/coastal hydrodynamics, salinity & water quality prepared as part of the overall FIMP effort. IDC for Shore Protection & Coastal Inlet Studies with the North Atlantic Division, New York, NY. Principal-in-charge of this open-end, task-order contract; provided guidance, direction, and QA/QC for each of the tasks completed by M&N under this contract: • • • •
Coney Island-Sea Gate Shoreline Analysis & Protection Design Section 14 Emergency Streambank Erosion Control Project, Woodbine Avenue Harbor, Northport, NY Review for Fire Island to Montauk Point Reformulation Study. Long Island, NY Economic Analysis for the FIMP Reformulation Study, Long Island, NY
Arabian Canal, Dubai, United Arab Emirates. Project manager/principal in charge for an $11B project involving excavation of a 75km (3 times excavation volume of the Panama Canal.) The project also involves: (1) 100km of revetments, quaywalls, and other edge treatment, (2) two shipping locks, (2) two hydraulic gates, and (3) two coastal inlets with protective coastal structures. Passaic River Modeling. Project manager for numerical modeling of hydrodynamics, sedimentation, eutrophication, contaminant fate and transport for the Passaic River. The labor is being performed by M&N in partnership with Delft Hydraulics. Results will be used to examine various contaminated sediment mitigation schemes including, monitored natural recovery, dredging and capping schemes. The work is being performed for the Cooperating Parties Group of Companies involved in the Passaic as well as U.S. EPA. Saudi Aramco, Saudi Arabia. Principal coastal engineer for design of breakwaters for a new port facilities located on the Arabian Gulf. Bremore, Ireland. Principal coastal engineer for design of a new container port just north of Dublin. The work includes breakwaters armored with concrete armor units, soil and rock dredging, land reclamation, and port terminal facilities. Coos Bay, Oregon. Principal coastal engineer for proposed channel deepening project to allow navigation of post-panamax container ships access to/from the Port of Coos Bay.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Five EXPERIENCE: (continued): Colombia River Mouth, Oregon. Project manager for investigation of alternative maintenance dredging and beach nourishment schemes. Status-quo hopper dredging was compared to a Stateproposed alternative involving pipeline dredging from an excavated pit. Colombia River Mouth, Oregon. Project principal for a sophisticated study of life-cycle costs for the Columbia River Mouth jetties. The work was performed for the USACE Portland District. New York District, USACE Projects. • • • • • • • • • •
Beachfill/Groin Performance Analysis, Coney Island, NY Design of Beachfill & T-groins to Increase Sand Retention, Coney Island, NY Fire Island to Montauk Point Reformulation Study, Long Island, NY IDC: Beach Restoration Studies Westhampton Beach Storm Damage Protection Interim Plan, Long Island Hydrodynamic Modeling of Moriches Bay/Inlet, Long Island Breach Contingency Plan, FIMP, Long Island West of Shinnecock Inlet Storm Damage Protection Interim Plan, Long Island North Shore of Long Island Reconnaissance Study for Storm Damage Protection & Beach Erosion Control Rikers Island Shore Protection System
Shore Protection, Guam. Principal-in-charge for design of a large revetment subject to waves exceeding 35 feet. The revetment is protected by concrete armor units Whiskey Island, LA. Principal-in-charge of a barrier island restoration project. Labor included numerical modeling of waves, tidal hydrodynamics, coastal sedimentation, morphological evolution and design of protection works. Coastal Engineering Studies for Dredged Material Containment Island, Port Authority of New York and New Jersey. Developed design for a new dredged material containment island offshore of the New York Harbor entrance. Labor included evaluation of design wave climatology, wave transformation modeling, and design of retention dikes constructed of rock and concrete armor units (i.e. Accropodes and Core-Lock). Open-End Coastal Engineering Services, Maryland Port Authority, Baltimore, MD. Project principal who provided coastal/marine engineering services in the development of a dredge management program for the Upper Chesapeake Bay region. Project focused on determining the feasibility of numerous new artificial island sites. The firm’s work included dike design, numerical modeling of hydrodynamics, and cost estimates. Wallops Island, VA. Prepared designs of repairs to existing seawall at the Navy's AEGIS facility. Evaluated performance of rubble mound designs using a numerical model for beach and dune erosion and conducted a comprehensive investigation of shore processes at NASA Wallops Island Flight Facility. The purpose of the work was to define cause and effect between environmental site dynamics and historical shoreline movements. Project included extensive modeling of longshore sediment transport and dune erosion. Dam Neck, VA. Prepared a comprehensive shoreline management plan for the US Navy's Fleet Combat Training Center at Dam Neck. Labor included preparation of protective dune and dune/seawall designs.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Six EXPERIENCE: (continued): Low-Cost Shore Protection Report (Section 54), Nationwide, USACE. Participated in preparation of a nationwide study on low-cost shore protection performance. This project involved field investigations of shore protection systems in the areas of Delaware Bay, the Great Lakes, Alaska, Hawaii, and along the Pacific, Atlantic and Gulf coasts. The systems investigated were non structural devices, bulkheads and seawalls, revetments, breakwaters and sills, and groins, which were analyzed on the basis of stability, effectiveness, maintenance requirements and cost. Larkspur, CA. Performed an analysis of wave climate and designed shore protection for five miles of shoreline subjected to both wind and boat waves. Alameda, CA. Prepared study and attendant design for a beach nourishment project in San Francisco Bay. Study included determination of littoral transport rates, shoreline evolution modeling and development of a sand back-passing scheme. Norfolk, VA. Prepared wave hindcasts as part of an effort to define design wave conditions for the Norfolk Naval Station. Chung-Mu, Korea. Performed a statistical analysis of site climatology and prepared a hindcast of design wave conditions and reviewed design of protective breakwaters. Jubail, Saudi Arabia. Wave climatology and shore protection designs for the Jubail Industrial Port Expansion. He also prepared an analysis of harbor sedimentation. Diego Garcia, Indian Ocean. Prepared design of a rubble mound breakwater and shore protection for Navy Harbor. Tsoying Naval Base, Taiwan. Conducted a preliminary study of proposed harbor development at Tsoying, Taiwan. The study evaluated design wave climatology, shore processes, harbor channel sedimentation and proposed breakwater improvements. Andros Island, Bahamas. Reviewed wave hindcasts and performed statistical analysis of hurricane wave conditions in an effort to define design conditions for an offshore tower project. Diego Garcia, Indian Ocean. Prepared a study of shore processes in support of an airfield extension project. He prepared design of a protective beach fill composed of course dredge material. Detailed shoreline evolution modeling was used to design the project. Climate Change. Mr. Headland has focused on climate changes at various periods of his career. In the late 1980's he worked for Headquarters Naval Facilities Engineering Command and prepared preliminary evaluations of several naval bases in response to the National Academy of Sciences Report of Sea Level Rise (SLR) Report which was published in 1987. In recent years, he worked with the US Army Corps of Engineers helping to develop planning guidance for sea level rise for the USACE nationwide. His particular work has been to develop adaptive management techniques for coastal facilities. These techniques include coastal engineering and economic analyses that inform development of planned adaptive steps (.e.g., raise a seawall in a "just in time") to meet SLR. He has presented this material at various workshops and conferences including the USACE infrastructure conference and sea level planning work group, ASCE coastal structures conference, and the ASCE COPRI conference in Memphis. He is currently working on SLR studies for several clients.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Seven EXPERIENCE: (continued): Port Development Confidential Marine Development, NJ Principal-in-charge of a 158 acre, container terminal upgrade. The project involved a wharf upgrade Port Newark Container Terminal Development, NJ. Principal-in-charge of a $100 million, 158 acre, container terminal upgrade. The project involved a wharf upgrade and new 100 foot gauge crane rail beams. The design converted a 30-yr-old facility from a wheeled container operation to a grounded straddle carrier operation. New terminal elements include two-stage truck gates, buildings, container storage yard, yard lighting, and high voltage electrical distribution system. New York/New Jersey Harbor Navigation Project Project manager for this New York District project to develop a cost-effective, environmentally sound, navigation channel plan for the Port of New York and New Jersey. Critical issues included port capacity assessment, and planning, navigation plan formulation, channel design, dredging cost estimates, economic benefit analysis, environmental mitigation alternatives, and 3D numerical modeling of hydrodynamic, water quality and sedimentation impacts. Project was delivered on time and within budget and was subsequently authorized by Congress. New York/New Jersey Harbor Navigation Project EIS. Project manager for hydrodynamic and water quality modeling efforts in connection with the NY/NJ Harbor Navigation Project EIS. The model was used to assess harbor deepening impacts on harbor environmental conditions (currents, water levels, salinity, temperature, and water quality). Deepening alternatives were evaluated in order to identify any significant environmental changes. The 3-D hydrodynamic and water quality model results were used to evaluate several ecosystem restoration options for New York Harbor. The mitigation alternatives considered included: (1) wetlands creation, (2) shoreline habitat restoration, and (3) filling of dredged material borrow holes in Lower NY Harbor and Jamaica Bay. The model was evaluated and endorsed by a National Blue Ribbon panel of experts and has been used on numerous subsequent assignments. Bayonne Peninsula Containerport Study, NJ. Project principal for a study to evaluate alternatives for container terminal development on the Bayonne Peninsual (including Port Jersey and the Military Ocean Terminal at Bayonne (MOTBY).) Existing port capacity/operations were evaluated and port plans were developed in order to optimize terminal throughput, operations and intermodal connections. Several alternatives were prepared for both Port Jersey and MOTBY along with estimated construction costs and cost-benefit analyses. Services included economic forecasting, benefits assessment, container and intermodal yard layouts, ship and port operations, navigation channel design, marine structures design, dredging, dredge material disposal, reclamation, beneficial use of dredged material, transportation planning, cost estimates, and environmental analysis. Intermodal Improvements on the Brooklyn Waterfront, NY. Project manager for engineering/planning services to support the NYC Economic Development Corporation’s Strategic Port Plan, a multi-phased investment plan designed to meet the region’s need for additional cargo handling capacity over the next 20 years. M&N’s role involves providing planning services, engineering design services, contract documents and construction related services for intermodal improvements for the Red Hook Container Terminal and South Brooklyn Marine Terminal.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Eight EXPERIENCE: (continued): Port of New York and New Jersey Master Plan, Port Authority of New York & New Jersey. Served as project principal for the development of future marine terminal plans at: (1) Red Hook, (2) South Brooklyn, (3) Stapleton, (4) Howland Hook, (5) Port Jersey and (6) Port Newark/Elizabeth. Labor included planning/engineering associated with terminal layouts, marine structures, dredging and reclamation, terminal throughput modeling, traffic impacts, environmental issues including mitigation/restoration, cost estimates and financial analyses. Work addressed both container and bulk facilities, and the resulting terminal plans provided the basic building blocks for the strategic master plan developed by the Port Authority of New York and New Jersey. Comprehensive Port Improvement Plan, Port of New York and New Jersey. Project principal for various elements of this port improvement plan. Duties included port throughput modeling, development of port expansion plans, and preparation of a report section on Green Port elements. Fall River, MA Principal-in-Charge for a new LNG Terminal. The project involved a new jetty, channel dredging and placement of 2.5 million cubic yards of dredged sediments (stabilized with cement admixtures) on the relatively small upland terminal site. Port Arthur, TX. Prepared passing ship mooring analyses and assessment of siltation for a proposed new LNG import terminal. Labor involved numerical modeling of ship motions, tidal hydrodynamics, and fine-grained sedimentation. Bath Shipyard Expansion, Bath, ME. Principal-in-charge of an expansion project involving 3 new land-level shipways, a land-level vessel transfer/construction platform, and a vessel transfer system for launching/retrieval/transfer of completed ships from land to water or vice versa. Dynamic, timedomain analysis of the proposed floating dry dock mooring and translation system was performed using both the AQWA and TERMSIM numerical models. Analysis incorporated wind gust spectra and time-varying current speed/direction to determine mooring loads for several different dry dock orientations. In addition, M&N was responsible for several other waterfront structures including a 800-ft-long outfitting pier, 500,000 sf land-level transfer and construction platform, chain mooring/transfer system involving submerged caisson anchors, drydock lateral transfer system and 650,000 cy of rock and soil dredging. M&N served as a consultant to the designer/builder of the combination fill and pile-supported structure that utilized cellular cofferdams for fill retention. Design and construction was complicated by the underlying rock surface whose elevation varied from exposure at low water to 160 ft below surface, requiring various construction techniques across the site. San Francisco International Airport Runway Reconfiguration, San Francisco, CA. Principal-incharge of coastal engineering aspects for this runway expansion project. Study tasks included numerical modeling of potential project impacts including: (1) 3D hydrodynamics, salinity transport and residence times of San Francisco Bay- DELFT 3D, (2) 2D morphological modeling of cohesive sedimentation- DELFT 3D, and (3) spectral wave modeling and coastal sediment transport of San Francisco Bar Channel using MIKE 21, (4) stormwater outfall modeling using MIKE 21, (5 hydrodynamics of mitigation alternatives at various locations throughout the Bay. Three proposed runway systems were examined, namely, pile-supported, landfill, and floating. The work also included coastal engineering design of rubble mound dikes. Nantucket Island, MA. Principal-in-charge of a study examining the efficacy of installing a single point mooring offshore of this resort island. The system would provide refined oil products to the island.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Nine EXPERIENCE: (continued): Estero Bay and El Segundo, CA. Prepared mooring and maneuvering studies to develop the limits of two multi-buoy systems for a major oil company. Delaware River, NJ, PA and DE. Participated in the preparation of a feasibility study to deepen the Delaware River channel to 45 feet. Labor included sedimentation modeling, dredging and marine structure cost estimating and development of environmental mitigation alternatives. Calcasieu River, LA. Prepared passing ship mooring analyses and assessment of siltation for a proposed new LNG import terminal. Work involved numerical modeling of ship motions, tidal hydrodynamics, and fine-grained sedimentation. Delaware River Site, NJ. Prepared a study of tidal hydrodynamics and siltation for a proposed LNG terminal. Pier 400, Port of Los Angeles, CA. Prepared a detailed study of ship motion for the Pier 400 port development project to determine if the proposed reclamation plan reduced waves and attendant ship motion to acceptable levels. Work included finite element modeling of the combined harbor basin and ship response to seiche and time domain modeling of container ship motions, mooring line forces and fender forces. The modeling efforts demonstrated that the berths would not experience significant downtime which has been the case. Pier J, Port of Long Beach, CA. Principal-in-charge of studies performed to understand problematic ship motions at the Pier J berths. Combined numerical modeling of ship/harbor hydrodynamics were used along with time-domain ship mooring modeling to examine existing and future conditions for various corrective actions. The studies demonstrated that construction of a new 3,500-foot long breakwater system would reduce ship motion-induced downtimes significantly. The ship motion modeling results have proven to be the case as the breakwater has proven to significantly reduce actual downtimes at the berth. The work was performed under the auspices of a national blue ribbon review panel who endorsed the work. Long Beach, CA. Prepared design of an extensive revetment at the Todd Shipyard. Determined extreme wind conditions and design loads for a spud moored floating drydock. Naval Facilities Engineering Command, Alexandria, VA. Prepared standard reference Navy design manuals to reflect state-of-the-art harbor and coastal engineering design methods: • • • • •
DM 26.1 “Harbors” DM 26.2 “Coastal Protection” DM 26.3 “Coastal Sedimentation and Dredging” DM 26.4 “Fixed Moorings” DM 26.5 “Fleet Moorings”
Tinian Island, Marianas Islands. Prepared dynamic mooring analysis of a single point mooring failure. The mooring failed as a result of a sudden shift in wind direction during a squall-like storm. Apra Harbor Guam. Prepared design alternatives for several single point moorings in outer harbor Guam. The work included detailed mooring analyses. Ocean Engineering Division, Washington D.C. Developed a numerical model for analysis of single point mooring systems for the U.S. Navy. Dredging Improvements at Sandy Hook Entrance Channel, Naval Weapons Station, Earle, NJ. Prepared a value-engineering redesign of improvements to the entrance channel and the turning basin/approach channel complex. Included development of cost-effective channel
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Ten EXPERIENCE: (continued): dimensions for safe one-way traffic of large Navy ammunition ships. Resulted in $9 million savings from original channel design by avoiding rocky areas. Apra Harbor, Guam. Prepared design of and developed construction techniques for a rubble toe protection apron fronting a caisson wharf. Work included review of typhoon wave hindcasts, extensive numerical modeling of wave transformations and development of design wave conditions. Organized designs for a series of concrete caisson structures and designed emergency repairs for storm damaged breakwater. Prepared innovative design for strengthening ship moorings utilizing high-strength mooring lines and storm bollards, and devised method for cargo transfer using “sliding padeye” technique. Pearl Harbor, HI. Prepared a detailed investigation of alternative fender designs for two wharf projects. The study utilized a sophisticated numerical ship berthing model and evaluated fender systems constructed of pre stressed concrete piles, camels and various fender materials (e.g., hydropneumatic, arch type, etc.). Puerto Rico. Prepared a study of alternative single point mooring systems for Roosevelt Roads Naval Base. Shore Protection Study, Corpus Christi, TX. Prepared a shore protection study for the US Navy’s Naval Air Station at Corpus Christi. Back Island, AK. Prepared dynamic analysis of a fixed barge mooring exposed to survival wind, wave and current conditions. Amchitka, AL. Prepared a detailed study of design wave climatology and attendant wave uplift forces for a proposed pier replacement project at Amchitka, Alaska. Pensacola, FL. Member of technical review committee for environmental monitoring a 6 million CY beach nourishment project. Ship Mooring Analysis and Breakwater Design, Navy Homeport, Everett, WA. Project manager/lead coastal engineer who analyzed dynamic ship mooring forces using a six degree of freedom, time domain dynamic mooring analysis computer model. Analysis was performed to determine if site wave climate created mooring forces large enough to require an offshore breakwater to reduce incident wave heights (and therefore associated mooring forces). Piers L, N, P, & Q Structural Analyses, Charleston Naval Shipyard, SC. Coastal engineer who studied piers to determine maximum allowable berthing configurations for various groupings of fast frigates, destroyers, and guided-missile cruisers and necessary structural retrofits to allow such arrangements. He directed a site study that measured tidal current velocities within the Cooper River and associated mooring line loads. Staten Island Homeport, Staten Island, NY. Prepared an analysis of tides and tidal currents for this Navy homeport to determine shoaling rates and long term maintenance quantities. Channel Deepening, Naval Submarine Base, New London, CT. Consultant for Northern Division, NAVFAC for value engineering study of $12 million channel deepening project in the Thames River. Project included dredging plan changes resulting in substantial cost savings by avoiding rocky areas. Naval Civil Engineering Lab, Port Hueneme, CA. Served as part of a team to evaluate Navy advanced base facilities. Work involved evaluation of wave conditions and attendant loads on pile-
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Eleven EXPERIENCE: (continued): supported structures. Project included computer analysis of several multi point and single point moorings for a large container vessel. Seal Beach, CA. Designed 15 barge moorings, including construction documents. Performed static and dynamic analysis of design mooring loads. Kings Bay, GA. Designed a Mediterranean type vessel mooring for US Navy facility. Prepared extensive foundation analysis of the laterally loaded piles designed to withstand 1000 kip loading. Middle East Gateway Project, Kuwait. Project principal who planned a green field container port for Kuwait. He developed port plan including navigation channel dredging, land reclamation, coastal structures, wharves, upland facilities, and estimation of sedimentation and maintenance dredging requirements. Dandong Port, China. Project principal who planned a major port expansion in this northeast province of China. Developed port plans including navigation channel dredging, land reclamation, coastal structures, wharves, upland facilities, and estimation of sedimentation and maintenance dredging requirements. New Port Complex, Doha, Qatar. Project principal who planned a green field port complex for Qatar. Developed port plans including navigation channels, land reclamation, coastal structure layouts, wharves, and upland facilities. Port of Americas, Ponce, Puerto Rico. Project principal who designed a new container port. He developed an innovative design alternative that reduced project costs from $750 million to less than $400 million. Roosevelt Roads, Puerto Rico. Project principal for base closure reuse study for the Roosevelt Roads Naval Station. Duties included examination of potential future uses for base waterfront facilities and upland infrastructure including roads, utilities, water supply and treatment facilities. Guam Shipyard. Project principal for upgrade of a large drydock mooring system designed to withstand typhoon winds up to 140 knots. Port of Durres, Albania. Project principal for a study to examine expansion opportunities for the port of Durres. Work included port capacity modeling, development of port expansion plans, design of coastal dikes and reclamation, design of navigation channel deepening, and financial analyses of cost effectiveness. Tanjung Pelapas Port, Johor, Malaysia. Project manager for navigation channel design, estimates of maintenance dredging, and dredged disposal/reclamation sites for a new container port. Work included 6.8 km of coastal structures, 280 hectares of reclamation, and extensive numerical modeling of tide and wave-induced channel sedimentation. The dredging aspects encompassed a new 12-km-long, 13.5-m-deep channel involving approximately 15 million cubic yards of dredging and associated disposal. He was responsible for detailed numerical modeling of tidal circulation, sedimentation and water quality using state of the art numerical models. Port of Jeddah Expansion, Jeddah, Saudi Arabia. Project principal for deep draft navigation and port planning study for a major port expansion completed for Saudi Aramco. Provided design of port facilities, navigation channel, dredging, dredge material disposal, and marine structures, as well as economic forecasting, vessel throughput analysis, and opinions of probable costs. Navigation Channel Design & EIA, Port of Buenaventura, Colombia. Planning and design for deepening a 30-km-long navigation channel. Work included detailed assessment of channel widths
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Twelve EXPERIENCE: (continued): and depths, numerical modeling of channel flows and sedimentation (RMA-2 and STUDH), economic analyses of optimal channel depths and design of dredged material disposal options. Container Terminal Development Plan, Port of Mina Raysut, Oman. Project engineer who planned a navigation study for a new Post-Panamax container terminal at an existing port. Included design of a new deep-draft navigation channel involving a large amount of rock dredging as well as design of reclamation, coastal protection works, and placed block wharf. Detailed assessment of channel/basin deepening was conducted including underkeel clearance modeling in waves. Included ship operations modeling, port facility design, marine structures, and vessel throughput analysis. Bizerte, Tunisia. Prepared a feasibility study for a new container terminal development in Bizerte Tunisia. Work included port planning (harbor geometry and container yard layout) and preliminary design of 2 km of breakwaters constructed with Accropode concrete armor units. Project included navigation channel design, dredging/reclamation designs & evaluation of coastal sedimentation. Southern Seaboard Port Development Project, Thailand. Principal-in-charge of planning and preliminary design services for the development of the port elements of a land bridge connecting the eastern Port of Sichon and the western port of Thai Muang across the southern isthmus of Thailand. Panama Port & Railroad Privatization Study, Ports of Christobal & Balboa, Panama. Prepared a port planning study identifying appropriate improvements for these existing ports at the north and south entrances to the Panama Canal. Plan elements included reclamation, wharfs, dredging, terminal pavement, and container handling equipment. The improvements were designed to handle increases in container throughput of 150,000 to 500,000 TEU. Batam Container Terminal Planning, Indonesia. Provided channel design for new major container terminal including ship and port operations, navigation planning/procedures, channel and turning basin design and vessel throughput/queuing analysis. Baltic Ports Oil Terminal. Participated in a study to identify the best Baltic Sea location for a new crude oil export terminal. Potential candidates examined included the ports of Primorsk and Batareinaya in Russia, Ventspils in Latvia and Porvoo in Finland. Project included an assessment of requirements for dredging, breakwaters, piers and wharves as well as a detailed assessment of oil throughput and vessel waiting times. Guatemala. Principle-in-charge for a study examining means for improving the performance of a multiple-buoy mooring system for a major oil company. LNG Port Planning Studies, Various Locations. Prepared planning studies for new marine terminals in Australia, Indonesia, New Guinea, Vietnam, and India. Each involved design of deepdraft navigation channels and dredging. Chinhae, Korea. Participated in a study of proposed wharf at Chinhae Harbor, Korea. Focused on oceanographic conditions. (i.e., wind, waves and currents), harbor sedimentation, mooring and berthing and most suitable wharf geometrics. Belize. Principle-in-charge for a study examining means for improving the performance of a multiple-buoy mooring system for a major oil company. Gabon, Africa. Prepared a study of harbor siltation at a commercial port.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Thirteen EXPERIENCE: (continued): Marine Environment Honokohau Harbor, Kona, Hawaii. Principal-in-charge of a proposed marina expansion developed for the purpose of serving as a revenue stream for funding affordable housing in Hawaii. Central to the work is the 3 dimensional eutrophication modeling of complex/stratified flow conditions produced by the confluence high discharge groundwater flows with ocean water. New York Dredged Material Management Project, New York Harbor, NY. Principal-incharge/project manager for studies addressing alternative methods for placement of dredged material for the USACE, New York District. Three separate and distinct studies were prepared. The first addressed methods to minimize sedimentation in Federal navigation channels throughout the harbor. Work evaluated the efficacy of training dikes, containment islands, barrier curtains, airbubble screens, settling basins, weirs, and jet pumps to reduce sedimentation. Existing and future sedimentation rates were modeled and cost-effectiveness evaluated for each alternative. The second addressed artificial island construction (in Lower New York Harbor and at ocean locations) for the purpose of dredged material placement. Work included hydrodynamic modeling, dredging and coastal and structural engineering design. Preliminary designs and MCACES cost estimates were prepared for rubble mound structures, concrete caisson structures and cellular cofferdams... The third study evaluated the potential for placement of Category II & III dredged material in subchannel placement cells (SPC) and confined aquatic disposal cells (CAD) located within the upper portions of Inner New York Harbor (i.e., harbor areas north of the Narrows). Eight sites were included in this screening: Port Newark/Elizabeth Channels (SPC), Port Jersey Channel (SPC), Bay Ridge/Red Hook Channels (SPC), Ward Point Bend/Raritan Bay Channels (CAD cells), Hudson River Channels (SPC), Newark Bay (CAD cells), Constable Hook Flats (CAD cells), and Bowery Bay (CAD cells). Newark Bay Confined Disposal Facility, Newark Bay, NJ. Principal-in-charge of dredging engineering to support preparation of EIS for CDF designed to hold 3-5 million cy of dredged material unsuitable for ocean disposal. Scope included development of disposal alternatives and implementation strategies (i.e., dredging plan). In charge of coastal engineering assessment of alternative schemes, estimated construction costs, and hydrodynamic & sediment fate modeling. Environmental Restoration/Mitigation Planning, Fire Island to Montauk Point (FIMP) Reformulation Study, Long Island, NY. Principal-in-charge of a significant effort to examine opportunities for environmental restoration in the FIMP study area. Specific schemes included construction of wetlands, artificial wash-over fans, back island nourishment, and dune habitat areas. Project involved engineering plans, cost estimates and detailed understanding of the regional environment. The work utilized information provided by detailed models of estuarial and coastal hydrodynamics, salinity and water quality prepared as part of the overall FIMP effort. Environmental Restoration Project, Absecon Inlet, NJ. Principal-in-charge of environmental restoration of dredge borrow holes near Absecon Inlet. Project involved development of schemes to fill the holes and restore the bay to its original geometry. Detailed dredging engineering studies were performed and MCACES costs estimates were prepared for the selected alternatives. Modeling of Tidal Hydrodynamics, Pews Creek, NY. Principal-in-charge of numerical modeling of tidal hydrodynamics for this tidal creek with adjacent wetlands located on the southern shore of Lower Bay of New York Harbor. Modeling evaluated four tide-gate configurations as protection from flooding accompanying extreme ocean tides.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Fourteen EXPERIENCE: (continued): Wilmington Harbor Hydraulics & Sedimentation Investigation, DE. Project principal for U.S. Army Corps of Engineers Philadelphia District. Project examined methods for reducing sedimentation and attendant dredging volumes at the Port of Wilmington. Labor consisted of field measurements, 2 and 3D hydrodynamic, salinity and sediment transport modeling (MIKE 21 and MIKE 3), preliminary engineering of various corrective measures (training dikes, sills, current deflecting walls, submerged wiers, and advanced maintenance dredging), and assessment of cost effectiveness. Numerical model calibration/verification of cohesive sediment transport processes was of a particularly high quality. The resulting numerical modeling system included all of Delaware Bay. Dredged Material Containment Dike Design, Poplar Island, MD. Project manager for planning, design and permitting of the Poplar Island Restoration Project. This seminal environmental restoration effort created a 1,100 acre artificial island for placement of dredged material and creation of new tidal wetlands. Project included: (1) design wave and water level analyses, (2) optimal design of 7 miles of coastal dikes, (3) numerical modeling of hydrodynamics, wave dynamics and sediment transport, (4) detailed MCACES cost estimates, (5) physical model testing of the dike structures, (6) preparation of construction documents, and (7) construction field support. The firm was honored with the XX award in 2003 for its contributions to this project. CSX/Cox Creek Dredged Material Containment Facility, Baltimore, MD. Project principal who rehabilitated/raised existing dikes in order to reactivate site to accept contaminated dredged material. Prepared construction documents for earthwork, rock shoreline stabilization, spillways and storm drain. Project construction was completed in 2003. Site 104 Environmental Impact Statement, Anne Arundel County, MD. Project principal who evaluated a proposed open-water dredged material placement site. Project included a review of existing data and reports, modeling of area hydrodynamics and sediment transport, modeling of dredged material placement using STFATE and MDFATE, evaluation of the need for an underwater sill, preparation of a coastal engineering “appendix” for EIS, and attendance at project meetings. Bolsa Chica Wetlands Restoration, CA. Quality control principal for a major coastal ecosystem restoration project. Work consisted of developing alternative means for restoring tidal conditions, salt marsh habitat and water quality in a major coastal embayment in the vicinity of the Ports of Long Beach and Los Angeles. The restoration project was being developed as part of a plan to compensate for land reclamation planned for these ports. Project involved hydrodynamic and water quality modeling, dredging, cost estimating, and coastal jetty design, including modeling of impacts on adjacent shorelines using GENESIS, EIS preparation, and wetlands creation. Contaminated Dredged Material Remediation Project, Palos Verdes Shelf, CA. Prepared detailed engineering assessment of methods to remediate this deposit of sediments highly contaminated with DDT. Alternatives included capping-in-place and removal of deposit and placement in confined disposal areas. An innovative cap-in-place solution using confinement “ribs” was advanced. Key project elements included hydrodynamic modeling of the long-term fate of cap material using the Corps’ LTFATE model, preliminary engineering design of a cap placed on steep slopes in an active seismic environment, and risk-based cost estimates employing Monte Carlo simulation techniques. A number of additional options were considered including CAD and CDF facilities both within and just outside the Los Angeles-Long Beach harbor complex. Tidal Circulation Study, Morehead City, NC. Conducted a detailed evaluation of changes in tidal circulation and sedimentation attending proposed deepening and widening of harbor basins in and
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Fifteen EXPERIENCE: (continued): around the North Carolina State Ports Authority's facility at Morehead City, NC. The combined oneand two-dimensional FASTTABS model was used. Fox River Natural Resources Damage Assessment, Green Bay, WI. Project manager who studied sediment contamination and remediation alternatives to prevent further migration of contaminated sediments into Green Bay and Lake Michigan. Condsidered alternatives included dredging with upland disposal or incineration, biological or chemical treatment in-place, sediment capping, and natural burial of contaminated sediments. SAFEHARBOR Environmental Impact Statement, Corpus Christi, TX. In charge of numerical modeling of tidal hydrodynamics, water quality, salinity and sedimentation for an EIS for the Port Authority which addressed the deepening of Corpus Christi Harbor to receive supertankers. Kings Bay Environmental Monitoring Program, Kings Bay, GA. Technical Committee member who supervised this 5 yr monitoring project, mandated by Congress, which was a cooperative effort between the Navy and the National Park Service. Monitoring evaluated biological and physical impacts of Navy Submarine Base dredging on the surrounding ecosystem. Responsible for setting up and overseeing all technical aspects of the physical monitoring program: • • • • • •
Three-dimensional flow modeling of tides, tidal currents and salinity Estuarine sedimentation and sediment redistribution Collecting five years of tidal elevation, tidal current, temperature, salinity and suspended sediment concentrations at numerous sampling stations throughout the estuary Measuring wave, beach profiles, bottom sediment and inlet hydrography Providing sediment budget and shoreline evolution studies Providing detailed assessment of impacts of inlet dredging on adjacent shorelines
Mayport Naval Basin, Mayport, FL. Prepared a feasibility analysis of dredging required to bring deep-draft aircraft carriers into Mayport. Project included detailed assessment of channel width depth requirements for safe navigation. Prepared cost estimates and presented them through several levels of review including Pentagon review officials. Prepared an exhaustive study of 3-D tidal elevation, tidal current, salinity, dye dispersion and sedimentation processes, and 3-D flow patterns were developed based on physical and finite element numerical model results. Study addressed efficacy of a proposed training wall to reduce harbor maintenance dredging costs. The primary cause of harbor sedimentation was found to be density currents generated by salinity fluctuations in the ship channel adjoining the harbor. Feasibility Study, US Navy Harbor, Great Lakes, IL. Prepared study to assess management of contaminated dredge material. The work included sizing/design of an upland disposal facility and evaluation of hauling material to an approved upland waste facility. Lake Maracaibo Basin Remediation Study, Venezuela. Project principal for a major estuarial ecosystem restoration project with marine, port planning, structural and environmental facets. Comprehensive study consisted of developing alternative means for restoring water quality and prehistorical salinities for one of the largest navigable lakes/estuaries in South America. Schemes included structural alternatives (e.g., dikes, gates, locks, training structures, etc.) to reduce salinity intrusion, reduction of pollutant loadings to the lake and relocation of major port facilities in the lake to the Gulf of Venezuela. Work included 3-D hydrodynamic and water quality modeling, dredging, cost estimating, marine structural engineering, port planning, and wetlands creation. Port planning work included bulk/container/oil throughput modeling to establish the number of berths required for
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Sixteen EXPERIENCE: (continued): the new harbor. Harbor geometry, breakwater design, channel design and reclamation plans were developed for this project. Urban Waterfront & Marinas St. Louis Waterfront, MO. Developed engineering schemes for a floating park on the Mississippi River. Plans included a series of floating islands protected by floating barriers designed to resist barge impacts, ice and debris. Labor was performed for Balmori & Associates (Landscape Architects.) Sussex Street Waterfront Reconstruction, Jersey City, NJ. Principal-in-charge of waterfront elements of the Goldman Sachs supertower complex, which will feature the tallest building in the state when completed. Engineering design services included a new pier, floating ferry landing barges, a 3,000 SF ferry terminal building (Architect: Cesar Pelli), and a new helicopter landing. The construction cost of these new waterfront facilities is approximately $9M. Marina Expansion, Chesapeake Beach, MD. Principal-in-charge of a planning study to expand an existing marina. Work included water quality modeling and design of an upland dredged material placement facility. Marina, Occoquan River, Northern Virginia. Prepared a detailed assessment of tidal circulation, water quality, and sedimentation at a proposed harbor site located along the Occoquan River in northern Virginia using a detailed finite element model. Project included preparation of shore protection designs and development of dredge material disposal schemes. Long Beach, CA. Prepared feasibility study for a proposed breakwater at the Long Beach Downtown Marina. Study considered fixed and floating structures. Santa Barbara, CA. Evaluated design wave conditions and prepared design of a breakwater extension. Prepared a report on the penetration of wave energy into the marina basin. Puerto del Rey Marina, Fajardo, Puerto Rico. Project manager for planning, design and construction document preparation for waterfront aspects of this major recreational yachting facility. He designed a fixed pier system for a 650-slip marina able to accommodate vessels up to 200 ft in length. The marina protection was provided by a 1600-ft-long detached breakwater and 400-footlong rubble groin. The client elected to build the breakwater using end-dumping of unsorted stone from trucks; provided construction consultation on the best ways to complete this berm-type breakwater. As part of breakwater design, coastal design studies were conducted including hurricane wave hindcasts, wave refraction/diffraction analysis, and determination of storm tide surges using various numerical models. Designed facility’s larger main pier, which accommodated a clubhouse with marina support. REPRESENTATIVE PRESENTATIONS/PUBLICATIONS: Headland, J.R., “Lessons Learned From the Indian Ocean Tsunami and Risk of Impacts To Ports of Los Angeles and Long Beach California,” Short Course, PIANC Congress, San Francisco, CA, May, 2014 Headland, J.R., “Port/Coastal Infrastructure & Climate Change: An Adaptive Management Approach,” Old Dominion University Lecture, April, 2014; (Also Given At 2014 PIANC Congress May, 2014)
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Seventeen EXPERIENCE: (continued): Headland, J.R., “Port/Coastal Infrastructure & Climate Change: An Adaptive Management Approach,” American Association of Port Authorities, Facilities Conference, Vancouver British Columbia, Canada, 2013 Headland, J.R., “Port/Coastal Infrastructure & Climate Change: An Adaptive Management Approach for Louisiana,” Baton Rouge, LA, 2013 Headland, J.R., “Hurricane Sandy and New Jersey Beaches: An Initial Assessment”, American Shore and Beach Preservation Association, Washington DC, 2013 Headland, J.R., “Shoreline Management and Sea Level Rise,” American Shore and Beach Preservation Association,” Annual Conference, Key Note Speech, San Diego CA, 2012. Headland, J.R. and Kotulak, P., “Adaptation of Dredged Material Placement Projects for Sea Level Rise,” PIANC/ASCE Dredging Conference, San Diego, CA, 2012. Headland, J.R., “Coastal Structures, Beaches & Marshes: An Adaptive Management Approach,” State of the Coast Conference, New Orleans, LA, 2012. Headland, J.R., “Coastal Structures and Sea Level Rise: An Optimized Adaptive Management Approach,” ASCE Coastal Structures Conference, Yokohama Japan, 2011. Headland, J.R., “Some Thoughts On Managing of Sea Level Rise,” US Army Corps of Engineers, Coastal Working Group Meeting, Boston MA, 2012 Headland, J.R., “Coastal Structures, Beaches & Sea Level Rise: An Adaptive Management Approach,” Guest Speaker, University of New South Wales, Manly, Australian, 2012. Headland, J.R., Canizares, R., and Alfageme, S., “Magdalena River Access Channel,” PIANC Seminar, Bogota, Colombia, 2012. Headland, J.R., Jacob, A., “Planning of Automated Container Terminals,” PIANC Seminar, Cartagena, Colombia, 2012. Headland, J.R., Trivedi, D. and Boudreau, R, “Coastal Structure & Sea Level Rise: An Adaptive Management Approach, ASCE Coastal Engineering Practice Conference, San Diego California, 2012. Headland, J.R., “Coastal Structures, Beaches & Sea Level Rise: An Adaptive Management Approach,” American Shore and Beach Preservation Association”, Coastal Summit, Washington DC, 2012. Headland, J.R., “Port and Harbor Planning/Engineering: An Introduction.” PIANC/COPEDEC VIII Conference, Short Course, Chennai, India, 2012. Headland, J.R.,“Coastal/Port Structures & Sea Level Rise: Adaptive Management Approach,” PIANC/COPEDEC VIII Conference, Chennai, India, 2012. Headland, J.R., “Coastal Structures, Beaches & Sea Level Rise: An Adaptive Management Approach,” North Carolina, Beach, Inlet and Waterway Association, Wilmington, NC, 2011. Headland, J.R.,”Port/Coastal Infrastructure & Sea Level Rise: An Adaptive Management Approach,” Terminal Operations Conference (TOC) Middle East Conference, Dubai, UAE 2011. Headland, J.R.,”Port/Coastal Infrastructure & Sea Level Rise: An Adaptive Management Approach,” U.S. Army Corps of Engineers, Infrastructure Conference, Atlanta, GA, 2011.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Eighteen EXPERIENCE: (continued): Headland, J.R. and Welp, T., “Expanding the Use of Water Injection Dredging and Nautical Depth in the USA”, Networking and Navigation Infrastructure, PIANC USA, Infrastructure Systems Conference, Atlanta, GA, 2011. Headland, J.R., “Expanding the Use of Water Injection Dredging and Navigable Depth in the USA,” PIANC US Annual Meeting, Boston, MA 2010. Headland, J.R., Hampson, R. and Hughes, Steven, “A Unified Approach for Design of Overtopped Coastal Levees: Combined Wave Overtopping and Overflow,” State of the Coast, Baton Rouge, LA 2010 Headland, J.R. “Probabilistic Optimisation of Port Including Effects of Sedimentation,” PIANC MMX Congress, Liverpool, UK, 2010 Headland, J.R., “Towards A Unified Approach For Design of Overtopped Coastal Structures,” Coasts, Marine Structures and Breakwaters, Adapting to Change, Institution of Civil Engineers, Edinburgh, Scotland, 2009. Headland, J.R., and Tschirky, P., “Coastal Structure Performance During Hurricane Isabel: Design Implications and Opportunities For “Green” Structures,” ICCE, Hamburg, 2008. Headland, J.R., “Probabilistic Economic Optimization of Harbour/Port Developments,” COPEDEC, Dubai, 2008. Headland, J.R., “Harbour and Port Planning, Short Course” COPEDEC, Dubai, 2008. Alfageme, S., Canizares, R., and Headland, J.R., “Design and Performance of a Scour Protection System For Flow Training Structures in Barranquilla, Colombia,” ASCE Coastal Structures 08, Venice, Italy, 2007. Kotulak, P. and Headland, J.R., “Poplar Island Environmental Restoration Project: Coastal Engineering Design and Construction,” WODCON, Orlando, 2007. Headland, J.R., Alfageme, S., Smith, E., Kotulak, P. “Coastal Structure Design For Shore Protection & Sand Retention: Practical Aspects,” ASCE Coastal Sediments 07, New Orleans, 2007. Headland, J.R. and Dykstra, David, “Effects of Tsunamis on Moored/Maneuvering Ships,” 3rd International Workshop on Coastal Disaster Prevention, Colombo Sri Lanka, 2007. Headland, J.R., et al, Organizer/Presenter “Coastal Disaster Prevention Round Table,” “Impacts of Tsunamis on Harbors and Moored/Maneuvering Ships,” ASCE Ports 2007, San Diego, 2007. Headland, J.R. et al, “Minimizing Harbor Siltation,” ASCE Ports 2007, San Diego, 2007. Kotulak, P., and Headland, J.R., “Cox Creek Dredged Material Containment Facility: Design & Construction,” ASCE Ports 2007, San Diego, 2007. Headland, J.R., “New Orleans Flood Protection- Katrina Impacts and Proposed New System,” 6th CETMEF, Paris, France, 2006. Engler, R. and Headland, J.R., “Short/Long Term Sediment and Morphological Modeling,” Sediment Management Working Group, Sponsor Forum, Nashville, TN, 2006 Headland, J.R. “Minimizing Harbor Siltation,” 31st PIANC Conference, Estoril, Portugal, 2006.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Nineteen EXPERIENCE: (continued): Headland, J.R., “Linking Science, Education and Public Policy,” American Shore and Beach Preservation Association, Coastal Summit, Washington, DC, 2006 Headland, J.R., Alfageme, S., Kotulak, P., Smith, E., “Shore Protection Structure Design: Practical Aspects,” American Shore and Beach Preservation Association, Annual Conference, NJ, 2006 Headland, J.R., “Impacts of Hurricane Katrina and Indian Ocean Tsunami on Ports & Harbors,” American Association of Port Authorities, Facilities Engineering Conference, Jacksonville, FL, 2006 Headland, J.R., Smith, E.S., Alfageme, S., and Dykstra, D., “Impact of Tsunamis on Moored/Maneuvering Ships,” ASCE 30th International Conference on Coastal Engineering, San Diego, 2006. Headland, J.R. and Shelden, J., “Estimating Wave Loads on Pile-Supported Bridges and Piers: Practical Aspects,” Presentation to the U.S. Federal Highway Administration, Conference on Wave Loads on Bridges, December, 2005 Headland, J.R., and Yin, Peter, “Indian Ocean Tsunami: COPRI Assessment Trip- Sri Lanka” ASCE Waves Conference, Madrid, Spain, 2005. Headland, J.R., and Yin, Peter, “Indian Ocean Tsunami: COPRI Assessment Trip- Sri Lanka” ASCE Preventing Coastal Disasters Conference, Charleston, 2005. Headland, J.R., “Indian Ocean Tsunami and Hurricane Katrina Damage To New Orleans: COPRI Assessment Trip- Sri Lanka” American Shore and Beach Preservation Association, Annual Meeting, San Francisco, CA, 2005. Co-Author, “Preliminary Report On The Performance of The New Orleans Levee Systems In Hurricane Katrina on August 29, 2005,” Joint ASCE/COPRI., National Science Foundation, and University of California at Berkeley Report, 2005. Headland, J.R., “ASCE/COPRI- Hurricane Katrina Damage Assessment for the City of New Orleans, and Ports/Beaches in Louisiana and Mississippi.” Presentation to the U.S. Army Corps of Engineers, Coastal Engineering Research Board, Tampa, November, 2005. Headland, J.R. and Smith, E., “Minimization Of Sedimentation In Harbors and Marinas,” 2nd Annual Dredged Material Management Summit,” New Jersey Maritime, New Jersey Department of Transportation, 2005. Headland, J.R., “Coastal Engineering Practice: Consulting Engineering Realities,” University of Oregon Seminar, 2004 Headland, J.R., “Specialized Mooring Problems: Transient Loadings and Long Waves,” Civil Engineering in the Oceans 6, Baltimore, MD, 2004. Headland, J.R., Ellis, W., Thompson, L., and Breeman, P., “Balancing Port Planning: Demand, Capacity, Land, Cost, Environment and Uncertainty,” Proceedings of the ASCE Ports ’04 Conference, May, 2004, Houston, Texas. Thompson, L. and Headland, J.R., “Trade Trends for Future Planning,” American Association of Port Authorities, Planning Conference, NY, NY, 2004. Smith, E. and Headland, J.R., “Dynamic Analysis of Moored Ships Exposed to Passing Vessels,” Proceedings of the ASCE Ports ’04 Conference, May, 2004, Houston, Texas.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Twenty EXPERIENCE: (continued): Headland, J.R. and Smith, E., “Dynamic Analysis of Moored Ships Exposed to Passing Vessels,” PIANC Workshop, Portland, Oregon, 2003. Alfageme, S. and Headland, J.R. “Probabilistic Optimization of Coastal Structures,” Proceedings of the ASCE Coastal Structures ’03 Conference, Portland Oregon, 2003. Headland, J.R., “Modeling of San Francisco Bay and Its Environs,” Joint Annual Conference of Shore & Beach and Association of Coastal Engineers, San Francisco, CA, November 2002. Alfageme, S., Headland, J.R., Smith, E., and Kotulak, P., “Modeling to Assess Impacts of Proposed Sub-Channel Placement Cells,” Proceedings of the ASCE Dredging ’02 Conference, 2002. Headland, J.R., Alfageme, S., Kotulak, P. and Wisemiller, B., “Dredged Material Management Options: Islands, Sub-Aqueous Placement Cells, and Sedimentation Minimization,” Proceedings of the ASCE Dredging ’02 Conference, 2002. Alfageme, S., Headland, J.R., Apicella, G., Aiello, R., Lulka, M.F., and Wakeman, T., “New York/New Jersey Harbor Navigation Project: Hydrodynamic and Water Quality Modeling”, Proceedings of the ASCE Ports’01 conference, April 29 – May 2, 2001, Norfolk, Virginia Headland, J.R., Shea, T., Blum, P., MacAllen, T., McNeal, P., Miller, D., Diamentides, J., and Metzger, S. “New York/New Jersey Harbor Navigation Project: Navigation Plan Formulation Aspects”, Proceedings of the ASCE Ports’01 conference, April 29 – May 2, 2001, Norfolk, Virginia McNeal, P., Headland, J.R., Ellis, W., Genn, A. and Dromsky-Reed, J., “New York/New Jersey Harbor Navigation Project: Marine Terminal Planning Aspects”, Proceedings of the ASCE Ports’01 conference, April 29 - May 2, 2001, Norfolk, Virginia Headland, J.R., Alfageme, S., and Kotulak, P., “Probabilistic optimization of rubble mound and vertical breakwaters”, Proceedings of the 27th International Conference on Coastal Engineering, Sydney, Australia, 2000. Alfageme, S., Headland, J.R., and Kotulak, P., “Dike Design Optimization and Reliability Analysis”, Coastal Structures, section 20, chapter 2, Spain, 1999. Headland, J.R. and Poon, Y.K., “Numerical Modeling of Long Wave Ship Motions” Proceedings of 26th International Conference on Coastal Engineering, 22 - 26 June 1998, Copenhagen, Denmark Headland, J.R., Rasmussen, C., Bocamazo, L., Smith, W.G. and Herrman, M., “Tidal Inlet Stability at Fire Island, the Moriches and Shinnecock Inlets, Long Island, New York”, pp. 2249-2264, Proceedings of Coastal Sediments, Long Island, NY, 21-23 June 1998. Headland, J.R., “Design of Artificial Islands for Dredged Material Disposal” pp. 11501162, Proceedings of the ASCE Ports’98 Conference, Long Beach, California, March 811, 1998 Smith, W.G., Watson, K., Rahoy, D.S., Rasmussen, C. and Headland, J.R., “Historic Geomorphology and Dynamics of Fire Island, Moriches and Shinnecock Inlets, New York”, pp. 1597-1612, Proceedings of Coastal Sediments, Long Island, NY, 21-23 June 1998.
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Twenty-one EXPERIENCE: (continued): Thomas, R.F., Headland, J.R., Hamons, F.L., Donovan, C. and Mohan, R.K., “Planning & Design Aspects for the Poplar Island Restoration Project”, pp. 1130-1139, Proceedings of the ASCE Ports’98 Conference, Long Beach, California, March 8-11, 1998 Kotulak, P. and Headland, J.R., “Poplar Island Restoration Project: Coastal Engineering Aspects” pp. 1065-1073, Proceedings of the ASCE Ports’98 Conference, Long Beach, California, March 8-11, 1998 Kramen, M., Headland, J.R. and McNeal, P., “Probabilistic Analyses of Port Throughput and Berth Optimization”, Proceedings of the ASCE Ports’98 Conference, Long Beach, California, 1998. Seelig, W. and Headland, J.R., “Mooring Dynamics Due to Wind Gust Fronts” pp. 870879, Proceedings of the ASCE Ports’98 Conference, Long Beach, California, March 811, 1998 Shelden, J.G., Rahoy, D.S., Chase, S.A. and Headland, J.R., “Project Performance Analysis and Monitoring for the Coney Island, New York, Storm Damage Reduction Project”, pp. 1946-1961, Proceedings of Coastal Sediments, Long Island, NY, 21-23 June 1998. Headland, J.R., and Kotulak, P. “Optimization of Coastal Protection Dikes,” ASCE 25th International Conference on Coastal Engineering, Orlando, 1996. Headland, J.R., “Probabilistic Design of Navigation Channel Depths”, pp. 470-481, Proceedings of the ASCE Ports ’95 Conference, Tampa, Florida, March 13-15, 1995 Headland, J.R., “A Computational Berthing Model for the Design of Fender Systems”, pp. 480-492, Proceedings of the ASCE Ports ’92 Conference, Seattle, Washington, July 2022, 1992 Headland, J.R., “Application of An Engineering Model For Harbor Sedimentation,” Proceedings 28th PIANC International Navigation Congress, Section II-4, pp. 156-160, 1992. Headland, J.R., "Design of Protective Dunes at Dam Neck, Virginia," ASCE Coastal Engineering Practice Conference, Long Beach, CA, 1992 Headland, J.R., "An Engineering Evaluation of Fine Sedimentation at the Mayport Naval Basin, Mayport, FL," ASCE Coastal Sediments '91 Conference, Seattle, 1991. Headland, J.R. and Kraus, N.C., discussion of "Model for Refraction of Water Waves" by R.A. Dalrymple, J. Waterway, Port, Coastal and Ocean Engineering ASCE 116(1), 150152, Jan./Feb. 1990 Headland, J.R. and Vallianos, L., “Dynamic Analysis of Floating Breakwater Moorings,” ASCE Proc. 22nd Coastal Engineering Conference, Delft, The Netherlands, 1990. Headland, John, Seelig, W., and Chern, C., “Dynamic Analysis of Moored Floating Drydocks,” ASCE Ports’ 89, 1989 Headland, J.R., "Long Range Planning for Sea Level Rise," Oceans '89 IEEE, Seattle, WA, 1989 Headland, J.R., Vallianos, L., Shelden, J.G., "Coastal Processes at Wallops Island, Virginia,” ASCE Coastal Sediments '87 Conference, New Orleans, LA, 1987
JOHN R. HEADLAND, P.E., D.CE, D.PE Page -Twenty-two EXPERIENCE: (continued): Headland, J.R. and Chu, H.L., "A Numerical Model for Refraction of Linear-Cnoidal Waves” ASCE Proc. 19th Coastal Engineering Conference, Houston, TX, 1984 Walker, J.R. and Headland, J.R., "An Engineering Approach to Nonlinear Wave Shoaling," ASCE Proc. 18th Coastal Engineering Conference, Capetown, South Africa, 1982 BOOKS: Chapter entitled "Maintenance Dredging in Channels and Harbors" in Handbook of Dredging Engineering, edited by John B. Herbich, New York, NY, 2000. Chapter entitled "Maintenance Dredging in Channels and Harbors" in Handbook of Coastal Engineering, edited by John B. Herbich, New York, NY, 1999. Chapter entitled "Coastal Protection Methods" in Handbook of Coastal Engineering, edited by John B. Herbich, New York, NY, 1999. Chapter entitled "Floating Breakwaters" in Marine Structures Engineering, by Gregory P. Tsinker, Van Nostrand-Rheinhold, New York, NY, 1992. Chapter entitled “Offshore Moorings” in Port Engineering: Design, Construction, & Maintenance, by Gregory P. Tsinker, John Wiley & Sons, Inc., 2005 (co-written by Eric Smith). Chapter entitled “Navigation Channel Design” in Port Engineering: Design, Construction, & Maintenance, by Gregory P. Tsinker, John Wiley & Sons, Inc., 2005 (co-written by Santiago Alfageme)
