H1SCU L BB 001 C3
Docks and Marinas Bibliography
October f988 by C. Alle Woeley
The referenced materials are grouped under seven general subJect headings.
Please check each for the topics in ~hich you are interested: Each reference is cited only once.
Narinas and Boatyards Planning, Gesign, Construction, Operation, Nanagement, Economics, Boating, and Recreation!
Ecology, Environmental Impacts, Legal Aspects, and Permits
Hydraulic and Ocean Engineering
Wood Preservation and Treatment 23
Geotechnical and Structural Engineering 25
Nechanical and Electrical Systems 33
Ice Engineering 35
Primary Author Index
If you have information you believe should be included in this bibliography, please send it to the author C. Allen Wortley, Room 705, 432 N. Lake Street, Nadison, Wl 53706!. Include a brief annotation, if appropriate, and addresses
for the sources from which the material may be obtained. Thank you.
Copyright 1988
Board of Regents University of Wisconsin System Sea Grant Institute
This work was funded by the University of Wisconsin Sea Grant Institute under grants from the National Sea Grant College Program, National Oceanic and Atmospheric Administration, U.S, Department of Conmerce, and from the State of Wisconsin. Federal Grant No. NA84AA-D-00065, Projects A/AS -2 and A/AS-20.
UW Sea Grant Publication No. WIS-SG-88-432
Printed ln the U.S.A.
Marinas and Boatyards I'lanning, Design,
Construction, Operation, Management, Economics, Boating, and Recreation!
Adle, D.W. 1984. Marlnas a workin ulde to their develo ment and desi n, 3rd
edition. London: The Architectural Press, Ltda e and New York: Nlchols Publishing Co.
American Boat Builders and Repairers Association. 1987. A boat ard and marina o erators' manual. ABBRA, 715 Boylston Street, Boston MA 02116.
American Society of Civil Engineers, 1969. Report on small craft harbors, ASCE-
Manuals and Re orts on En lneerln Practice No. 50, available from ASCE
headquarters, 345 East 47th Stf a New York NY 10017. This useful manual is written for the professional practitioner.
Bottin, R.Rsa Jrf a and D.G. Outlaw. 1986. Navigation channel design for safe and efficient ship transit. Proceedln s of S ecialit Conference PORTS 86, ed, P.
H. Sorensen, pp. 815-826. New York: American Society of Civil Engineers.
Bunch, H.M.; R.M. Scher, and P.W. Vickers. 1984. Microcom uters in the boat ard:
microcom uter business a 1 lcations. MICHU-SG-84-603. Department of Naval Architecture and Marine Engineering, University of Michigan. Michigan Sea Grant College Program, Publications Office, 2200 Bonisteel Blvd., Ann Arbor MI
48109.
Chamberlain, C.J. 1983. M rings recoenendatlons for desi n construction and m~an ament, vol. 1, 3rd edition. Rational Marine Manufacturers Association
Inc., 401 N. Michigan Avenue, Chicago IL 60611. This is a new edition of the 1947 work, Marinas, by C.A. Cheney.
Comerford, R.A. 1987. Marina and boat ard lndustr financial performance, 66 p.
Wickford: International Marina Institute, 35 Steamboat Avenue, Wlckford R I 02852.
DeF. Quinn, A. 1961. Design and construction of ~orts and marine structures.
New York: McGraw-Hi 11 Book Company, Inc.
a~ed o eration. Special Report Mo. 2, U.S. Army Corps of Engineers, Coastal Engineering Research Center, Waterways Experiment Station, Vicksburg MS 39180.
This report is published to assist design and construction engineers and
operators of small -craft harbors.
MARINAS ANO BOATYAROS PLANNING, DESIGN, CONSTRUCTION, OPERATION, MANAGEMENT, ECONOMICS, BOATING, AND RECREATION! Continued!
Engelke, G. 19B6. How to avoid queues of pleasure craft near locks. PIANC
Bulletin, no. 52, pp. 31-33. Permanent International Association of Navigation Congresses, Brussels, Rue de la Loi 155, 1040 Brussels, Belgium.
Gaythwaite, J.N. 1981. 1he marine environment and structural d~es1 n. New York:
Van Nostrand Reinhold Company.
Goodwin, R.f. 1982. Recreationai~boatin in Nashin ton's coastal zone: the for Marine Studies, HF-05 ~ University of Washington, Seattle WA 9B195.
Heberleln, T.A.; G.E. Alfano, and L.H. Ervin. 1986. Using a social carrying capacity model to estimate the effects of marina development at the Apostle
Islands National Lakeshore. Leisure Sciences, vol. 8, no. 3, pp. 257-274.
International Marina Institute. 19B7. Proceedin s of the Marina Desi n and
En ineerin Conference, Boston. International Marina Institute, 35 Steamboat Avenue, Wflckford RI 02B52.
com uter o eratin s stems and ~fan ua es. NICHD-SG-89-602. Department of Naval Architecture and Marine Engineering, University of Michigan. Michigan Sea Grant College Program, Publications Office, 2200 Bonisteel Blvd., Ann Arbor
MI 48109.
Klrkland, W.B. l9B6. Efficiency gains using microcomputers ln marina design engagementS, Prpceedincls of SpeCialit~ CpnferenCe PORTS B6, ed. P. H, Sorensen, pp. 440-452. New York: American Society of Civil Engineers.
Korf, D,K. 1986. Pleasure cruising in the Netherlands. PIANC Bulletin, no. 52, pp. 34-46. General Secretariat, Permanent International Association of
Navigation Congresses, Residence Palace, guartier Jordaens, Rue de la Lol 155, 1040 Brussels, Belgium.
Metzler, E,, and K.A. Wenner. 1983. 1980 Ohio boat ursa e. Ohio Department of National Resources, Division of Watercraft, Fountain Square, Columbus QH 43224.
NARINAS AND BOATYARDS PLANNING. DESIGN, CONSTRUCTION, OPERATION, NANAGENENT, ECONOMICS, BOATING, AND RECREATION Continued!
M1tchell, K. 1984. M1crocom uters in the boat ard: microco uter basics, MICHU- SG-84-601. Department of Nava'1 Arch1tecture and Narine Engineering, University of Michigan. Michigan Sea Grant College Program, Pub11cations Office, 2200 Bonisteel Blvd., Ann Arbor MI 48109.
National Sea Grant Depos1tory. 1986. Sea Grant Abstracts, vol. 1, no. l. Th1s quarterly abstract is available by subscription from Sea Grant Abstracts, P.G.
Box 125, Woods Hole MA 02543.
Naval Facilities Engineering Coninand. 1968. Harbor and coastal facil1ties. Design
Manual NAVFAC DN-26. Naval Publications and Forms Center, 5801 Tabor Avenue, Philadelph1a PA 19120. Note DN-26,1 through DM-26.6 supercede the chapters 1n ON-26.3
Naval Fac111ties Eng1neer1ng ConInand. 1971. Waterfront o erational fac1lities.
Design Nanual NAVFAC DN-25. Naval Publications and Forms Center, 5801 Tabor Avenue, Philadephia PA 19120.
Naval Facilities Eng1neer1ng Comnand. 1974. Dr dockin facilities. Design Nanual NAVFAC DN-29. Naval Publications and Forms Center, 5801 Tabor Avenue,
Philadephia PA 19120.
Naval Facilities Engineering Comnand. 1981a. Ferr terminals and small craft
berthin facilities. Design Manual NAVFAC 25.5. Naval Publications and Forms Center, 5801 Tabor Avenue, Philadephia PA 1912D.
Naval Facilities Engineering Command. 198lb. Harbors. Design Manual NAUFAC 26.1.
Naval Publications and Forms Center, 5801 Tabor Avenue, Philadephia PA 19120.
Naval Facilities Engineering Comnand. 198lc. Seawalls bulkheads and ua al 1s.
Design Manual NAVFAC 25.4. Naval Publications and Forms Center, 5801 Tabor Avenue, Philadephia PA 19120.
Nichol, J., et al. 1986. An example of a destination harbor for pleasure craft.
PIANC Bulletin, vol. 55, pp. 33-43. General Secretar1at, Permanent
International Association of Navigation Congresses, Residence Palace, guartier . Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
MARINAS AND BOATYARDS--PLANNING, DESIGN, CONSTRUCTION, OPERATION, MANAGEMENT, ECONOMICS, BOATING, AND RECREATION Continued!
Norvel 1, D.G, 1980. I ' ve got hal f a mile of empty slips, In: Contem orar Cases in Retail~in, eds. A. G. Woodside and M. J. Etzel. New York: MacMillan and
Company,
Norvell, D.G. 1983. Boataminimums demand talents of U.S. marketers. Marketin~
News, April 1, 1983, pp, 7-10.
Norvell, D G 1986. How to~re2are a business plan for a marina. Center for Business and Economic Research, Western Illinois University, Stipes 519,
Macomb IL 61455, f80.00!.
Norvell, 11.G., and G.G. Cgler. 1981. Financial~rofifes of ten marinas, 153p.
Center for Business and Economic Research, Western Illinois University,
Macomb IL 61455.
Norvell, D,G , and J.G, Taylor. 1987. A rotot e o erations manual for a full service marina. Center for Business and Economic Research, Western Illinois University, Macomb IL 61455,
Permanent International Association of Navigation Congresses PIANC!, 1976.
I-ina 1 report of the International Connnission for Sport and Pleasure Navigation, including yacht harbours general design and dimensions, layout and design of floating piers and brows, and on -shore installation for pleasure boats in the absence of shelter oa rbours. Annex to Bulletin No. 25, vol. 3. General Secretariat, PIANC, Residence Palace, Quartier Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
Permanent International Association of Navigation Congresses PIANC!, 1979, Subject No. 1 -Standards f' or construction, equipment and operation of yacht harbors Supplement to 8ulletin No. 33, vol. 2, pp. 1-21. General
Secretariat, PIANC, Residence Palace, Ouartier Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
1'ermanent International Association of Navigation Congresses PIANC!. 1980.
0ry befthing of pleasure boats either for maintenance or complementary to wet berthi~g --both the technical and financial aspects. report of the 3rd
international Commission for Sport and Pleasure Navigation. S~u lement to Rul! etin No, 37, vol. 3. General Secretariat, PIANC, Residence Palace, guartier Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
MARINAS ANO BOATYARDS PLANNING, OESIGH, COHSTRUCTION, OPERATION, MANAGEMENT, ECONOMICS, BOATING, AND RECREATION Continued!
Permanent International Association of Navigation Congresses PIANC!. 1984.
Report of the International Commission for Improving the Design of Fender Systems. Su lement to Bulletin No. 45. General Secretariat, PIANC, Residenc"
Palace, Quarti er Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
Permanent International Association of Navigation Congresses PIANC!. 1985.
The development, maintenance and safe operation of harbours and waterways for Con<press, Brussels Section II, Sub]ect 5, 142 pp. General Secretariat, PIANC, Residence Pa.ace, }uartier Jordaens, Rue de la Loi 155, 1040 Brussels,
Belgium. This is a collection of papers from twelve different countries
relating aspects of their pleasure craft facilities developments and concerns.
Phil lips, P.L., ed. 1986. Develo in with Recreational Amenities: Golf Tennis Skiin Marinas. Washington, D.C.: The Urban Land Institute, 1090 Vermont Avenue, N.W., Washington DC 20005. $48.00!.
Radonski, G.; W.P. OuBose IV, and R.B. Oitton. 1986. The marine recreational fishin industr . NCU-T-86-002 UNC-SG-B6-02!, 90 pp. North Carolina Sea Grant, Box 8605, Raleigh NC 27695. $4.00!.
Ross, N.W,, and P.E. Dodson, eds. 1988. Dockominium: 0 ortunities and Problems Proceedin s of the 1987 National Dockominium Conference, New Haven,
Connecticut. International Marina Institute, 35 Steamboat Avenue,
Wickford RI 02852.
Scher, R.M. 1984. Microcom uters in the boat ard: microcom ute d d i aids. MICHU-SG-84-604. Department of Naval Architecture and Marine Engineering, University of Michigan. Michigan Sea Grant College Program, Publications Office, 2200 Bonisteel Blvd., Ann Arbor MI 48109.
State of California, The Resources Agency Department of Boating 5 Waterways. 1984a.
Layout and design guidelines for small craft boat launching facilities. The Resources Agency, Department oF Boating L Waterways, 1629 S Street,
Sacramento CA 95814.
MARINAS AND BOATYARDS PLANNING, DESIGN, CONSTRUCTION, OPERATION, MANAGEMENT, ECONOMICS, BOATING, AND RECREATION Continued!
State of California, The Resources Agency Department of Boating L Naterways. 19B4b.
Layout and design guidelines for small craft berthing facilities. The Resources Agency, Department of Boating L Naterways, 1629 S Street,
Sacramento CA 95B14,
States Organization for Boating Access. Boat launchin ram handbook. SOBA, P.O.
Box 25655 ' Washington DC 20007,
Taylor, J.G. 1982. Basic guidelines for marina design. Parks and Recreation Resources, vol. 1, nos. 7 and B, 3 p.
Threinen, C.W.; D. ilofstetier, and W. Johnson. 1984. Public boat access: a ciuide to ac uirin and desi nin ublic boat access sites. Department of Natural Resources, Office of Intergovernmental Programs, Bureau of Aids Programs, Box 7921, Madison WI 53707.
Tslnker, G.P. 1986. Floatln orts desi n and construction ractlces. Gulf Publishing Company, P.O. Box 2608, Houston TX 77001. ISBN 0-87201-723-0!.
A guide to designing and engineering floating marine terminals, piers, docks, mooring systems and small craft harbors.
URI Narine Advisory Service. 1983. A~secial literature search for the marine boatin~indu~str . National Sea Grant Publications on Narinas. Boating A
Recreation, ed. N. N, Ross. University of Rhode Island, Narragansett Bay Campus, Narragensett RI 02882.
U.S, Army Corps of Engineers. c .19BB. Strate~ handbook for recreational small boat harbor financin . INR Report BB-R-1. Department of the Army, Corps of Engineers, Washington D,C,
Valnlo, J. l986, Problems of pleasure craft near locks. PIANC Bulletin. no. 52, pp. 23-30. General Secretariat, Permanent International Association of
Navigation Congresses, Residence Palace, Ouartier Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
control. MICHU-SG-84-605. Department of Naval Architecture and Marine Engineering, University of Michigan. Michigan Sea Grant College Program, Publications Office, 2200 Bonisteel Blvd., Ann Arbor MI 48109.
NARINAS AND BOATYARDS PLANNING, DESIGN, CONSTRUC1ION, OPERATION, NANAGEMENT, ECONONICS, BOATING. AND RECREATION Continued!
Vickers, P.W., and J. Duclos. 1984. Nicrocom uters in the boat ard: advanced boat ard technolo ies, NICHU-SG-B4-600, Department of Naval Architecture and Narine Engineering, University of Michigan. Nichigan Sea Grant College
Program, Publications Office, 2200 Bonisteel Blvd., Ann Arbor NI 48109.
Universit of Southham ton Conference, April 1972. Southhampton: Southhampton University Press, printed by Unwin Brothers Printing, Old Moking, Surrey.
ECOLOGY, ENVIRONMENTAL IMPACTS, LEGAL ASPECTS, AND PERMITS continued!
Nixon, S.W.; C.A. Oviatt, and S.L. Northby. 1973. Ecolo of small boat marinas. Graduate School of Oceanography-Sea Grant, University of Rhode Island, Kingston, Marine Technical Report Series No. 5. Available from Marine Advisory Service, University of Rhode Island, Narragansett Bay Campus,
Narragansett RI O?882.
Palmer, M.D., and R.J. Dewey. 1987. Verification of a numerical beach water quality model. Canadian Journal of Civil En ineerin , vol. 14, no. 4, pp.
559-570. A dynamic two-dimensional finite difference water quality model is developed to predict the fecal coliform densities at the Toronto, Ontario, Eastern Beaches resulting from storm-water discharge.
Philipp, R.; et al. 1985. Health risks of snorkel swimming in untreated water.
International Journal of E idemiol~o , vol. 14, pp. 624-627.
Smith, R.J. 1986. Legal concerns in cold regions engineering and construction.
Proceedin s of the 4th International Conference on Cold Re ions En ineerin , American Society of Civil Engineers, Anchorage, pp. 742-750.
of the worksho on alcohol-related accidents in recreational boatin .
Transportation Research Board, National Academy of Science, 2101 Constitution Avenue NW, Washington DC 20418. A report prepared by panelists For the U.S.
Coast Guard.
U.S. Department of Health and Human Services, Centers for Disease Control. 1983.
Gastrotntestsnal illness among scuba divers: New York Ctty. N~orbidit
U.S. Environmental Protection Agency. 1985. Coastal marinas assessment handbook.
Environmental Protect ton Agency Publication No. EPA/904/6-85/13?. U.S.
Environmental Protection Agency, Region IV, Atlanta, Ga. This handbook
presents information and guidance for the environmentally sound development and regulation of coastal marinas.
HYORAULIC ANO OCEAN ENGINEERING Continued!
Bishop, C.T., et al. 1983. Guidelines for the effective use of floatin tire breakwaters. Information Bul letin 197. Cornell Cooperative Extension Publication, 7 Research Park, Cornell University, Ithaca NY 14850.
Bixby, A.A. 1985. Great Lakes water levels: an overview. p. 10. The Center For the Great Lakes, 435 North Michigan Avenue, Suite 1408, Chicago IL 60611.
$2.00 U.S., $3.00 Canada.!
Bruun, P. 1981. Port en ineerin , 3rd edition. Houston: Gulf Publications.
Bruun, P., ed. 1985. The Oesi n and Construction of Hounds for Breakwaters and Coastal Protection. New York: Elsevier 2 Vanderbilt Avenue, New York NY 10017!.
Callaway, R.J. 1981. Flushing study of South Beach Harina, Oregon. Journal of the Waterwa Port Coastal and Ocean Division, Proceedings of the American Society of Civil Engineers, vol. 107, no. WW2, pp. 47-58.
Chiang, W.L., and J.J. Lee. 1982. Simulation of large-scale circulation in harbors. Journal of the Waterwa Port Coastal and Ocean Division,
Proceedings of the American Society of Civil Engineers ~ vol. 108, no. WWl, pp.
17-31. Also see errata in vol. 109, no. 1, p. 143.!
Childs, K.H. 1986. Perforated wave barriers in small boat piers. P d
S ecialit Conference PORTS 86, ed. P.H. Sorensen, pp. 466-474. New York:
American Society of Civil Engineers.
Christensen, B.A. 1986. Marina design and environmental concern. Proceedin s of S ecialit Conference PORTS 86. ed. P.H. Sorensen, pp. 307-322. New York:
American Society of Civil Engineers. This paper discusses a simple
one-dimensional model considering flushing by astronomical tides as well as by
wind-induced shear stresses.
Chu, Y.H.; R.B. Lund, and F F Camfield. 1987. Sources of coastal en ineerin
information. Technical Report CERC-87-1. Coastal Engineering Research Center, Oepartment of the Army, P.O. Box 631, Vicksburg HS 39180-0631.
HYDRAULIC AND OCEAN ENGINEERING Continued!
Coastal Engineering Research Center CERC!. 1983. Construction materials for coa tal structures Special Report No. 12. U.S. Army Engineer Waterways Experiment Station, P.O. Box 631, Vlcksburg NS 39180,
Coastal Engineering Research Center CERC!. 1984. Shore Protection Nanual, 3rd edltlon. U,S, Army Coastal Engineering Research Center, Vicksburg, Miss.
Superintendent of Documents, U.S. Government Printing Office, Washington D.C.
Stock No. 008-022-00113-1!. Two volumes, and sold in sets only. These volumes comprise a ma!or work on shore protection and are z valuable reference and desi gn a 1 d.
Department of the Army, c.1982. WES En lneerln Com uter Pro ram Librar Catalo . P.O. Box 631, Vlcksburg MS 39180-0631.
1, Computer program to compute, print, and plot water wave
refraction 743-F3-R0015.
2. GODAS --Waves and Wave Setup 720-X6-RlCBO.
3. MAIN--720-X6RlCFO.
4, ZGRID1 720-X6-R1CG.
5. WAVE--720-X6-RlCHO.
6. Numerical wave hlndcast model--720-F3-RlCH'l.
7. CONTOR--722-X6-R19XO.
8. Beach profile analysis system BPAS!--733-X6-RlBPS.
9. MADSEN--752-X6-R1CPO.
10. OVER-Wave transmission by "over" topping of breakwater--752-X6-RlCYO.
DeRouck, J.; et al. 1987. Port structures, their care and maintenance. PIANC Bulletin, no. 58, pp. 133-168. General Secretariat, Permanent International Association of Navigation Congresses, Residence Palace, Quartier Jordaens, Rue de la Lol 155, 1040 Brussels, Belgium. This extensive paper deals with rubble mound breakwater failures and inspection and maintenance programs for them.
Port Coastal and Ocean Division, Proceedings of the American Society of Civil Engineers, vol. 108, no. WW4, pp. 554-568. Also see discussion by E. H.
Harlow and closure by T. Fang ln vol. 110, no. 1, pp. 107-111.!
Fulton-Bennett. K., and G.B. Griggs. c. 1986. Coastal rotectlon structures and their effectiveness. Joint publlcatlon of the California Boating and Waterways Department and the Unlvers1ty of California at Santa Cruz Marine Sciences
Institute. Available from Cal Boating and Waterways, 'I629 S. Street,
Sacramento CA 95814-7291.
Gaythwalte, J.W. 1987. Floating breakwaters for small craft faclllties. Civil En ineerln Practice, Journal of the Boston Society oF Civil Engineers Section ASCE, ISSN: 0886-9685, vol. 2, no. 1, pp. 89-108.
13
HYDRAULIC AND OCEAN ENGINEERING Continued!
Goda, Y. 1985. Random seas and desi n f maritime structures, Tokyo: Un1versity of Tokyo Press. Distributed by Columbia University Press, ISBN 0-86008-369-1.!
Great Lakes Environmental Research Laboratory. 1983, Great Lakes Nonthl
H drolo ic Data. NOAA Report ERL GLERL-26, August, 2205 Commonwealth Blvd..
Ann Arbor MI 48105.
Halliwell, A.R. 1986. Engineering model for well-mixed tidal basin. Journal of Waterwa Port Coastal and Ocean En 1neer1n , Proceedings of the American Society of C1v11 Engineers, vol. 112, no. 5, pp. 572-590.
Harms, V.W. 1979a. Data and rocedures for the desi n of floatin t1re
breakwaters. Water Resources and Environmental Engineering Research Report No.
79-1, Department of Civil Eng1neering, State Un1vers1ty of New York at Buffalo.
Harms, V,W. 1979b. Design criter1a for floating tire breakwaters. Journal of the Waterwa Port Coastal and Ocean Div1s1on, Proceedings of the American Society of Civil Engineers, vol. 105, no. WW2, pp. 149-170. Also see discussion by V.
M. Arunachalan and H. Raman in vol. 106, no. WW2, pp. 296-298, and closure by V. Harms in vol. 107, no. WW1, pp. 29-34.!
Harms, V.W. 1 979c . Di ffract1on of water waves by isolated structures . 1979 . Journal of the Waterwa Port Coastal and Ocean Division, Proceedings of the Amer1can Society of Civil Engineers, vol. 105, no. WW2, pp. 131-147.
Harms, V.W. 1979d. D1ffract1on of waves by shore-connected breakwater. 1979.
Journal of the H draulics Division, Proceedings of the American Society of Civil Engineers, vol. 105, no. HY12, pp. 1501-1519.
Harms, V.W. 1980. Floating breakwater performance comparison. Proceedin s of the 17th Coastal En ineer1n Conference, Sydney, Australia, pp. 2137-2158.
Amer1can Soc1ety of C1vil Engineers, 345 East 47th Street, New York NY 10017.
HYDRAULIC AND OCEAN ENGINEERING Continued!
Harms, V.W., and J.J. Nesterink. 1980. Nave transmission and moorin -force
characteristics of i e-tire f 1 oatin breakwaters. LBL-11778. Lawrence
Berkeley Laboratory, University of California, Berkeley California. Available from National Technical Information Service, U.S. Department of Conmerce, 5285 Port Royal Road, Springfield VA 22161.
Harms, V.W.; C.T. Bishop, and J.J. Westerink. 1981. Pipe-tire floating
breakwater design criteria. University of Washington College of Engineering, Ocean Engineering, Proceedin s: Second Conference on Floatin Breakwaters, eds. B. H. Adee and E. P. Richey, pp. 47-86.
Harms, V.N.; et al. 1982. Wave transmission and moorin -force characteristics of i e-tire floatin breakwaters. Technical Paper No. 82-4. U.S. Army Corps of Engineers Coastal Engineering Research Center, Waterways Experiment Station, Vicksburg MS 39280. Available from National Technical Information Service.
Attn: Operations Division, 5285 Port Royal Road, Springfield VA 22161.
Hedar, P.A. 1986. Armor layer stability of rubble-mound breakwaters.
Journal of Waterwa Port Coastal and Ocean En ineerin , Proceedings of the American Society of Civil Engineers, vol. 112, no. 3, pp. 343-350.
Keefe, W.F. 1988. The seiche phenomenon. Lakeland Boatin , June, pp. 59-62.
Kobayashi, N., and B.K. Jacobs. 1985. Riprap stability under wave action.
Journal of Waterwa Port Coastal and Ocean En ineerin , Proceedings of the American Society of Civil Engineers, vol. 111, no. 3, pp. 552-566. Also see discussion by P. Bruun and reply, vol. 112, no. 6, pp. 671-681.!
Kobayashi, N., and A.K. Otta. 1987. Hydraulic stability analysis of armor units. Journal of Watervva Port Coastal and Ocean ~En in~carin . proceedings of the American Society of Civil Engineers, vol. 113, no. 2, pp. 171-186.
Kordyban, E. 1982. Laboratory study of oil thickness on water waves. Journal of the Watefsva Port Coastal and Ocean Division, Proceedings of the American Society of Civil Engineers, vol. 10B, no. WW2, pp. 220-224.
Kreeke, J. van de. 1983. Residence time: application to small boat basins, Journal of Waterwa Port Coastal and Ocean En ineerin , Proceedirgs of the American Society of Civil Engineers, vol. 109, no. 4, pp. 4i6-428. Also see errata in vol. 110, no, 4, p. 529.!
HYDRAULIC AND OCEAN ENGINEERING Continued!
Liu, P.L.F., and J.Wu. 1987. Wave transmission through submerged aperatures.
Journal of Waterwa Port Coastal and Ocean En 1neer1n, Proceedings of the America Society of Civil Engineers, vol. 113, no. 6, pp. 660-671.
Mascha, H., and B.A. Christensen. 1983. Desi n of low ressure air curtains
for environmental rotection of surface waters. Report No. HY 8303, Hydraulic Laboratory, Department of C1vi1 Engineering, Univer s1ty of Florida,
Gainesville. Also published by University of Florida Sea Grant, Pro!ect No.
R/OE-19 Report.! This report presents a methodology for design based on research of air sc reens and secondarily-created currents at t1dal entrances to
marinas and canals.
McCartney, B.L. 1985. Floating breakwater design. Journal of Waterwa Port Coastal and Ocean En ineerin , Proceedings of the Amer1can Soc1ety of Civil Eng1neers, vol. ill, no. 2, pp. 304-318.
McCormick, M.E. 1973. Ocean En ineer1n Wave Mechanics. New York:
John Wiley 5 Sons.
McDougal, W.G., and L.S. Slotta. 1986. Marina flushing and sed1mentation.
Proceedin s of S ecialit Conference PORTS 86, ed. P.H. Sorensen, pp. 323-332.
New York: American Society of Civil Engineers. This paper presents several models for est1mating flushing and siltation in marinas.
M1chigan Sea Grant. 1980. Shore erosion. Michigan Sea Grant Advisory Report MECHU-SG-80-513. Michigan Sea Grant Publications Office, 2200 Bonisteel Boulevard, Ann Arbor MI 48109.
M1ner, J.S., and N.W. Ross. 1982. Floatin tire breakwater biblio ra h .
Pg757 nd revision!, May. D1v1sion of Marine Resources, Univers1ty of Rhode Is land, Narragansett RI 02882.
Moore, W.L., and E.D. Sethness, Jr. 1986. Design concepts for floating
breakwaters. Proceedin s of S ecialit Conference PORTS 86 ' ed.
P. H. Sorensen, pp. 179-191. New York: American Society of Civil Engineers.
National Oceanic and Atmospheric Administration. 1983. Great Lakes
h drometeorolo 1cal station d1rector . Data Report ERL GLERL-22. Great Lakes Environmental Research Laboratory, 2205 Commonwealth Blvd., Ann Arbor MI 48105.
HYDRAULIC ANO OCEAN ENGIN'EERING Continued!
Naval Facilities Engineering Corenand. 1981. Coastal sedimentation and
d~red ln . Design Manual MAVFAC 26.3, December 1981. naval Publscations and Forms Center, 5801 Tabor Avenue, Philadelphia PA 19120.
Naval Facilities Engineering Coenand. 1982. Coastal rotection. Oesign Nanual NAVFAC 26.2, April 1982. Naval Publications and Forms Center,
5801 Tabor Avenue, Philadelphia PA 19120.
Nece, R.E. 1984. Planform effects on tidal flushing of marinas. Journal f th bl terwa Port Coastal and Ocean En ineerin, Proceedings of the American Society of Civil Engineers, vol. 110, no. 2, pp. 251-269. Also see discussions by A.F. Babb and J. van de Kreeke, and closure by
R.E. Nece in vol. 111, no. 4, pp. 774-779.!
Permanent International Association of Navigation Congresses PIANC!. 1980, Final re ort of the 3rd International Commission for the Stud of Haves
includin harbour rotective structures coastal rotection and choice of the
~otimum maritime structure desi n. General Secretariat, PIANC, Residence Palace, }uartier Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
Permanent International Association of Navigation Congresses PIANC!. 1981.
Design of breakwaters for yacht harbours with particular reference to the following: navigation of yachts entering and leaving harbour, protective measures against shoaling and seaweed, and limited depth of yacht harbours as compared with comnercial harbours, Report of the 3rd International Commission for Sport and Pleasure Navigation. Su lement to Bulletin No. 38, vol. 1.
General Secretariat, PIANC, Residence Palace, !uartier Jordaens, Rue de la Loi 155, 1040 Brussels, Belgium.
Permanent International Association of Navigation Congresses PIANC!. 1985.
The stability of rubble mound breakwaters in deeper water; report of a working group of the Permanent Technical Committee II. Su lement to Bulletin No, 48.
General Secretariat, PIANC, Residence Palace, Quartier Jordaens, Rue de la Loi 155. 1040 Brussels, Belgium.
Permanent International Association of Navigation Congresses PIANC!. 1986.
Disposal of dredged material at sea; report of a working group of the Permanent Technical Committee II. Su lement to Bulletin No. 52. General Secretariat, PIANC, Residence Palace, t!uartier Jordaens, Rue de la Loi 155, 1040 Brussels, Be 1 g i um.
17
HYDRAULIC ANO OCEAN ENGINEERING Continued!
Permanent International Association of Navigation Congresses PIANC!. 1987.
Guidelines for the design and construction of flexible revetments incorporating geotextiles for inland waterways. Su lement to Bulletin No. 57. General Secretariat, PIANC, Residence Palace, Rue de la Loi 155, 89, 1040 Brussels, Belgium.
Reslo, D.T., and C.L. Vincent, 1974-78. Desi n Nave Information for the Great Lakes. Report 1-Lake Ontario, 1974; Report 2-Lake Erie, 1975; Report 3-Lake Hichigan, 1976; Report 4-Lake Huron, 1977; Report 5-Lake Superior, 1978.
U.S. Army Engineer Waterways Experiment Station, P.O. Box 631, Vicksburg HS 39180.
Richey, E.P. 1982. Floatin breakwater field ex erience West Coast.
Hiscellaneous Report No. 82-5, July. U.S. Army Corps of Engineers, Coastal Engineering Research Center, Waterways Experiment Station, Vicksburg, HS 39180. Available from National Technical Information Service, Attn:
Operations Division, 5285 Port Royal Road, Springfield VA 22161.
Seelig, W.N. 1976. A sim llfied method for determlnin vertical breakwater crest elevation conslderln wave hei ht transmitted b overto ln . Coastal Design Hemorandum No. 76-1 Hay. U.S. Army Corps of Engineers, Coastal
Engineering Research Center, Waterways Experiment Station, Vicksburg HS 39180.
Seellg, W.N. 1979. Estimation of wave transmission coefficients for
ermeable breakwaters CETA 79-6. U.S. Army Corps of Engineers, Coastal
Engineering Research Center, Waterways Experiment Station, Vicksburg HS 39180.
Seellg, W.N. 1980. Estimation of wave transmission coefficients for Engineers, Waterways Experiment Station, Vicksburg HS 39180.
Seymour, R.J. 1983. The nearshore sediment transport study. Journa'i of
Waterwa Port Coastal and Ocean En lneerin, Proceedings of the American Society of Civil Engineers, vol. 109, no. 1, pp. 79-85. Also see discussion by N.C. Kraus and closure by R.J. Seymour in vol. 110, no. 1, pp. 130-133.!
Shen, H.T.; et al. 1986. Simulation of oil slick trans ort in Great Lakes
connectin channels: vol. I -- Theory and model formulation; vol. II -- User's manual For the River Oil Spill Simulation model ROSS!; vol. III User's
manual for the Lake-River Oil Spill Simulation model LROSS!; and vol. IV User's manual for the microcomputer-based interactive program. Report No.
II6-1, Department of Civil and Environmental Engineering, Clarkson University, Potsdam NY 13676 U,S. Army Corps of Engineers Contract No. DACA33-85-C-001.!
HYORAULIC ANO OCEAN ENGINEERING Continued!
Silvester, R. 1986. Use of grout-filled sausages ln coastal structures.
Journal of Waterw Port Coastal and Ocean En lneerln, Proceedings of the American Society of Civil Engineers, vol, 112, no. 1. pp, 95-114. Paper
discusses alternative to rubble mound construction. Also see discussion by E H. Harlow and reply, vol. 113, no. 3, pp. 308-310.!
Sjelin, G.W.; et al. 1986. Fisherman's Wharf breakwater design and construction. Proceedln s of S eclallt Conference PORTS 86, ed.
P.H. Sorensen, pp. 475-487. New York: American Society of Civil Engineers.
Smallman, J.V. 1986, The use of physical and computational models in the hydraulic design of coastal harbours. PIANC Bulletin, vol. 53, pp. 16-36.
General Secretariat, Permanent International Association of Navigation Congresses, Residence Palace, guartler Jordaens, Rue de la Lol 155, 1040 Brussels, Belgium.
Somers, L.H. 1986. Oceano ra h for divers: waves tides and currents.
Diver Education Series, NICHU-SG-86-508. Hichigan Sea Grant College Program, 2200 Bonisteel Boulevard, University of Hichigan, Ann Arbor NI 48109.
Sorensen, R,N. 1978, Basic coastal en lneerln . New York: John Wiley I Sons.
Southgate, H.N. 1985. A harbor ray model of wave refraction-diffraction.
Journal of Waterwa Port Coastal and Ocean En ineerin , Proceedings of the American Society of Civil Engineers, vol. 111, no. 1, pp. 29-44.
Suh, K., and R.A. Dalrymple. 1987. Offshore breakwaters ln laboratory and field. Journal of Waterwa Port Coastal and Ocean En ineerln . Proceedings of the American Society of Civil Engineers, vol, 113, no, 2, pp, 105-121.
Tainter, S.P. 1982. Bluff slum in h stabllit . NICHU-SG-82-902. Hlchigan Sea Grant Publication Office, 2200 Bonisteel Blvd., Ann Arbor HI 48109. This booklet presents issues and options ln bluff stability problems, including a list of additional reading material.
19
HYDRAULIC ANO OCEAN ENGINEERING Continued!
Takeli, S., and W.C. Naxwell. 1980. Physical modeling of bubble screens.
Journal of the Waterwa Port Coastal and Ocean Division, Proceedings of the American Society of Civil Engineers, vol. 106, no. WW1, pp. 49-64.
Tobiasson, B.O. 1986. Narinas and the elements: part I. Boatin Industr, October, pp. 53-55. Article describes storm management plans for marinas experiencing hurricanes.
U.S. Army Corps of Engineers, Detroit District. 1977. Great Lakes o en-coast
flood levels. Cistrict Office, U.S. Army Corps of Engineers, P.O. Box 1027,
Detroit HI 48231.
U.S. Army Corps of Engineers. 1981. Low-cost shore rotection. Available
from John G. Hous'Iey, Section 54 Program, U.S. Army Corps of Engineers, USACE
DAEN-CWP-F!, Washington OC 20314.
U.S. Army Corps of Engineers. 1984a. Desi n of coastal revetments seawalls and
bulkheads. Engineer manual 1110-2-1614. Department of the Army, Corps of Engineers, Washington, D.C.
U.S. Army Corps of Engineers. 1984b. H draulic desi n of small boat harbors.
Engineer manual 1110-2-1615. Department of the Army, Corps of Engineers, Washington' D.C. This manual presents guidance for the planning, layout and design of small boat harbor projects.
U.S. Army Corps of Engineers. 1986. Desi n of breakwaters and etties.
Engineer manual 1110-2-2904. Department of the Army, Corps of Engineers,
Washington, O.C.
U.S. Army Corps of Engineers, Detroit District. 1983. Effects of breakwater construction on littoral trans ort alon the State of Michi an shoreline
District Office, U.S. Army Corps of Engineers, P.O. Box 1027, Detroit HI 48231.
Vincent, C.L., and W.D. Corson. 1981. Geometry of tidal inlets: empirical equations. Journal of the Waterw~a Port Coastal and Ocean Division,
Proceedings of the American Society of Civil Engineers. vol. 107, no. WW1,
pp. 1-9.
HyDRAULIC AND OCEAN ENGINEERING Continued!
Walton, T.L., and J.R. Weggel. 1981. Stability of rubble mound breakwaters.
Journal of the Waterwa Port Coastal and Ocean Divisi n, Proceedings of the American Society of Civil Engineers, vol. 107, no. WW3, pp. 195-201.
Wiegel, R.L.1964. Oceano ra hical en ineerin . Englewood Cliffs:
Prent i ce-Ha 1 1, Inc .
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