Waterways Experiment Station Technical Report Inventory
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Box No.BarcodeReport No.SuffixTitle
OCLC No. Print
OCLC No. Electronic
Serial InfoHT/UNT StatusHT/UNT URL LinkComments
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WatExpStaBox041TechRep390150950277135
Procedure for computation of the total river sand discharge and detailed distribution bed to surface /
23604469
3
WatExpStaBox041TechRep390150950276716Water-temperature effects on stage-discharge relations in large alluvial rivers /4876736
4
WatExpStaBox041TechRep3901509502782013
Columbia-Cowlitz-Toutle Rivers, Washington, restoration subsequent to Mt. St. Helens eruption /
13213528
5
WatExpStaBox041TechRep3901509502774714
Arizona Canal Diversion Channel : selection of roughness coefficients for designing the concrete-lined channel /
13213665
6
WatExpStaBox041TechRep39015095027739002-580
Savannah Harbor investigation and model study. numerical model study / Volume IV. Reanalysis of freshwater control plan :
5634216
7
WatExpStaBox041TechRep39015095027721002-735rept. 1
Model studies of navigation improvements, Columbia River estuary : report 1 : hydraulic and salinity verification /
4586411
8
WatExpStaBox2390150865178541-660Model study of a buried arch subjected to dynamic loading /4539885898313069Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086517854;view=1up;seq=1
9
WatExpStaBox2390150865180011-674Experimental study of arching in sand /4539762898313073Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518001;view=1up;seq=1
10
WatExpStaBox2390150865181591-676Static tests of reinforced-concrete deep beams /4539913898313074Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518159;view=1up;seq=1
11
WatExpStaBox2390150865178621-682Response of horizontally oriented buried cylinders to static and dynamic loading /4067503898386050Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086517862;view=1up;seq=1
12
WatExpStaBox2390150865180191-701Review of the literature pertaining to the analysis of deep beams /4539949898386435Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518019;view=1up;seq=1
13
WatExpStaBox2390150865181671-707Description, proof test, and evaluation of blast load generator facility /4539920898386641Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518167;view=1up;seq=1
14
WatExpStaBox2390150865178701-720Elastic response of buried cylinders : critical literature review and pilot study /4539942898313070Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086517870;view=1up;seq=1
15
WatExpStaBox2390150865180271-723Initial evaluation of the free-field response of the large blast load generator /4540035898313075Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518027;view=1up;seq=1
16
WatExpStaBox2390150865181751-758Static and dynamic laboratory tests of unreinforced concrete fixed-end arches buried in dry sand /4539979898386663Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518175;view=1up;seq=1
17
WatExpStaBox2390150865178881-768rept. 1Dynamic test of a model flexible-arch-type protective shelter : report 1 : pilot test /4539743898313071Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086517888;view=1up;seq=1
18
WatExpStaBox2390150865180351-770rept. 1Nuclear weapons effects on dams and other submerged and semisubmerged hard targets : report 1 : literature survey and proposed research to study damage from contact burst /4540342898313077Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518035;view=1up;seq=1
19
WatExpStaBox2390150865181831-789Dynamic ultimate strength study of simply supported two-way reinforced concrete slabs : final report /4539722898386688Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518183;view=1up;seq=1
20
WatExpStaBox2390150865178961-797Dynamic response of buried concrete arches : Project 3.2, Operation Snowball /4540029898313078Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086517896;view=1up;seq=1
21
WatExpStaBox2390150865180431-807Similitude study of flexible buried arches subjected to blast loads /4539925898386452Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518043;view=1up;seq=1
22
WatExpStaBox2390150865181911-821Behavior of flexible cylinders buried in sand under static and dynamic loading /3164446898386652Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086518191;view=1up;seq=1
23
WatExpStaBox003Techreport390150865163692-434Flood-control project for Northwest Branch, Anacostia River, District of Columbia and Maryland : hydraulic model investigation /4511623897546831Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516369;view=1up;seq=1
24
WatExpStaBox003Techreport390150865163512-435Vibration and pressure-cell tests, flood-control intake gates, Fort Randall Dam, Missouri River, South Dakota /4511634897546497Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516351;view=1up;seq=1
25
WatExpStaBox003Techreport390150865162292-438Effects of stemming on underground explosions.4511640898313059Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516229;view=1up;seq=1
26
WatExpStaBox003Techreport390150865163282-446Navigation conditions at Markland Locks and Dam, Ohio River : hydraulic model investigation.4511575897546680Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516328;view=1up;seq=1
27
WatExpStaBox003Techreport390150865163362-447 Report 1Old River low-sill control structure : report 1, Downpull forces on vertical-lift gates : hydraulic model investigation.4468922897546742Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516336;view=1up;seq=1
28
UNTWatExpStaBox1TechRepUNT2-448Flood protection plans for Cumberland, Maryland & Ridgeley, West Virginia : hydraulic model investigation.4511564884460987Available UNT 3/14/2017, Not Available UNT 6/22/2015http://digital.library.unt.edu/ark:/67531/metadc303882
29
WatExpStaBox003Techreport390150865163442-449Wave run-up and overtopping levee sections, Lake Okeechobee, Florida : hydraulic model investigation.4511573898313069Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516344;view=1up;seq=1
30
WatExpStaBox003Techreport390150865163772-468Blackstone River flood-control project at Woonsocket, Rhode Island : hydraulic model investigation.4511566898313067Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516377;view=1up;seq=1
31
WatExpStaBox003Techreport390150865163102-469Navigation conditions at Greenup Locks and Dam, Ohio River : hydraulic model investigation.4511587898313066Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516310;view=1up;seq=1
32
WatExpStaBox003Techreport390150865163022-497Filling and emptying characteristics of Calumet River Lock, Calumet-Sag Project, Illinois : hydraulic model investigation.4530920898313065Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516302;view=1up;seq=1
33
WatExpStaBox003Techreport390150865162942-498Spillway and outlet works, Townshend Dam and Reservoir, West River, Vermont : hydraulic model investigation.4531053898313064Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516294;view=1up;seq=1
34
WatExpStaBox003Techreport390150865162522-512Effect of the angle of incidence on water-shock loading of underwater structures.4586377897546462Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516252;view=1up;seq=1
35
WatExpStaBox003Techreport390150865162372-547 Report 1Cratering from high explosive charges : report 1, Compendium of crater data.4530445897545962Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516237;view=1up;seq=1
36
WatExpStaBox003Techreport390150865162452-547 Report 2Cratering from high explosive charges : report 2, Analysis of crater data.4530441897546444Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516245;view=1up;seq=1
37
WatExpStaBox003Techreport390150865162602-564Shock-wave attenuation properties of a bubble screen (U).4586398897546517Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516260;view=1up;seq=1
38
WatExpStaBox003Techreport390150865162782-590Design and analysis of underground reinforced-concrete arches.4537350897546615Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516278;view=1up;seq=1
39
WatExpStaBox003Techreport390150865162862-597Air blast in an arctic environment.4537437897546723Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516286;view=1up;seq=1
40
WatExpStaBox005Techreport390150865165832-605Spillway for Big Bend Dam, Missouri River, South Dakota : hydraulic model investigation.4531018898110575Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516583;view=1up;seq=1
41
WatExpStaBox005Techreport390150865165912-608Development and maintenance of navigation channel, Arkansas River, Arkansas and Oklahoma : hydraulic model investigation.4530988898110582Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516591;view=1up;seq=1
42
WatExpStaBox005Techreport390150865166092-611Spillway for John Redmond Dam, Grand (Neosho) River, Kansas: hydraulic model investigation.4320060898110589Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516609;view=1up;seq=1
43
WatExpStaBox005Techreport390150865166172-616Wave action and breakwater location, Superior Entry, Duluth-Superior Harbor, Superior, Wisconsin : hydraulic model investigation.4586295898115496Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516617;view=1up;seq=1
44
WatExpStaBox005Techreport390150865166252-617Improvement of navigation conditions, Conneaut Harbor Ohio; hydraulic model investigation.4316403898110522Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516625;view=1up;seq=1
45
WatExpStaBox005Techreport390150865165752-621Spillway and sluices, Allegheny Dam, Allegheny River, Pennsylvania and New York : hydraulic model investigation.4586244897546519Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516575;view=1up;seq=1
46
WatExpStaBox005Techreport390150865165182-623Navigation and sedimentation conditions at typical lock and dam, Arkansas River, Arkansas and Oklahoma; hydraulic model investigation.4316477898110538Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516518;view=1up;seq=1
47
WatExpStaBox005Techreport390150865165262-626Flow characteristics in flood-control tunnel 10, Fort Randall Dam, Missouri River, South Dakota : hydraulic prototype tests.4586388898109584Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516526;view=1up;seq=1
48
WatExpStaBox005Techreport390150865165342-628Detached breakwater and improved navigation entrance, Lorain Harbor, Lorain, Ohio : hydraulic model investigation.4586323898110375Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516534;view=1up;seq=1
49
WatExpStaBox005Techreport390150865165422-631Stability of south jetty, Siuslaw River, Oregon : hydraulic model investigation.4586350898110606Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516542;view=1up;seq=1
50
WatExpStaBox005Techreport390150865165592-633Typical spillway structure for central and southern Florida water-control project : hydraulic model investigation.4586262898110362Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516559;view=1up;seq=1
51
WatExpStaBox005Techreport390150865165672-636Effects on Lake Pontchartrain, La. of hurricane surge control structures and Mississippi River-Gulf outlet channel : hydraulic model investigation.4602268898110517Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516567;view=1up;seq=1
52
WatExpStaBox005Techreport390150865165002-643Spillway Millers Ferry Lock and Dam, Alabama River, Alabama : hydraulic model investigation.4586237898115514Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516500;view=1up;seq=1
53
WatExpStaBox005Techreport390150865164922-644Designs for rubble-mound breakwater repair, Kahului Harbor, Maui, Hawaii : hydraulic model investigation.4586305898110531Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516492;view=1up;seq=1
54
WatExpStaBox005Techreport390150865164842-645Spillway for Proctor Dam, Leon River, Texas : hydraulic model investigation.4586241898110526Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516484;view=1up;seq=1
55
WatExpStaBox005Techreport390150865164762-650Stability of riprap and discharge characteristics, overflow embankments, Arkansas River, Arkansas : hydraulic model investigation.4586278898110379Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516476;view=1up;seq=1
56
UNTWatExpStaBox1TechRepUNT2-651Operating forces on miter-type lock gates.4586360884461188Available UNT 3/14/2017, Not Available UNT 6/22/2015http://digital.library.unt.edu/ark:/67531/metadc303883/
57
WatExpStaBox005Techreport390150865164682-653Spillway for Amistad Dam, Rio Grande, Mexico and United States : hydraulic model investigation.4586268898115525Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516468;view=1up;seq=1
58
WatExpStaBox003Techreport390150865163852-655
Appendix A
Spillway for typical low-head navigation dam, Arkansas River, Arkansas : hydraulic model investigation : Appendix A : gate sills and stilling basins for Locks and Dams Nos. 5 and 7 /4602336897546878Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516385;view=1up;seq=1
59
WatExpStaBox003Techreport390150865163932-657Spillway for Oahe Dam, Missouri River, South Dakota : hydraulic model investigation /4606525897546545Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516393;view=1up;seq=1
60
WatExpStaBox003Techreport390150865164012-662Protection of Narragansett Bay from hurricane surges : summary report : hydraulic model investigation /4606855897546314Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516401;view=1up;seq=1
61
WatExpStaBox003Techreport390150865164192-663Discharge characteristics of hurricane barriers, Wareham-Marion, Massachusetts : hydraulic model investigation /4602280897546355Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516419;view=1up;seq=1
62
WatExpStaBox003Techreport390150865164272-667Spillway modifications, Miraflores Dam, Panama Canal Zone : hydraulic model investigation /4602303897546274Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516427;view=1up;seq=1
63
WatExpStaBox003Techreport390150865164352-668Wave action and breakwater location, Half Moon Bay Harbor, Half Moon Bay, California : hydraulic model investigation /4606583897545963Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516435;view=1up;seq=1
64
WatExpStaBox003Techreport390150865164432-671Selection of optimum plan for reduction of wave action in Marina del Rey, Venice, California : hydraulic model investigation /4556978897546458Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516443;view=1up;seq=1
65
WatExpStaBox003Techreport390150865164502-672Navigation conditions at Maxwell Locks and Dam, Monongahela River : hydraulic model investigation /4573334897546463Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516450;view=1up;seq=1
66
WatExpStaBox005Techreport390150865168642-673Spillway and sluices, Red Rock Dam, Des Moines River, Iowa : hydraulic model investigation /4557186898115511Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516864;view=1up;seq=1
67
WatExpStaBox005Techreport390150865168722-678Filling and emptying system, Jonesville Lock, Ouachita-Black Rivers, Louisiana : hydraulic model investigation /4602247898110588Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516872;view=1up;seq=1
68
WatExpStaBox005Techreport390150865168802-683Spillway for Stockton Dam, Sac River, Missouri : hydraulic model investigation /4606783898110595Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516880;view=1up;seq=1
69
WatExpStaBox005Techreport390150865168982-684Outlet works, DeGray Dam, Caddo River, Arkansas : hydraulic model investigation /4602309898109582Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516898;view=1up;seq=1
70
WatExpStaBox005Techreport390150865169062-685Prototype hawser-force measurements, Jackson Lock, Tombigbee River, Alabama /4606351898110373Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516906;view=1up;seq=1
71
WatExpStaBox005Techreport390150865169142-687Spillway for Belleville Locks and Dam, Ohio River, Ohio and West Virginia : hydraulic model investigation /4606444898110555Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516914;view=1up;seq=1
72
WatExpStaBox005Techreport390150865169222-689Tests of structure orientation, spillway, and lock emergency gate, Barkley Lock and Dam, Cumberland River, Kentucky : hydraulic model investigation /4606341898110568Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516922;view=1up;seq=1
73
WatExpStaBox005Techreport390150865169302-690Plans for reducing shoaling, Southwest Pass, Mississippi River : hydraulic model investigation /4606567898110561Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516930;view=1up;seq=1
74
WatExpStaBox004Techreport390150865167992-692Model study of Bessie Cutoff, Mississippi River : hydraulic model investigation /4602427898386659Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516799;view=1up;seq=1
75
WatExpStaBox004Techreport390150865168072-694Hudson River channel, New York and New Jersey : plans to reduce shoaling in Hudson River channels and adjacent pier slips ; hydraulic model investigation /4212413898386777Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516807;view=1up;seq=1
76
WatExpStaBox004Techreport390150865168152-696Selection of optimum plan for improvements in Nassau Harbor, New Providence, Bahamas : hydraulic model investigation /4607543899975394Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516815;view=1up;seq=1
77
WatExpStaBox004Techreport390150865168232-697Stability of rubble-mound breakwaters : Nassau Harbor, Nassau, New Providence, Bahamas ; hydraulic model investigation /4484164898386450Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516823;view=1up;seq=1
78
WatExpStaBox004Techreport390150865168312-698Lock filling and emptying system, Holt Lock and Dam, Warrior River, Alabama : hydraulic model investigation /4606489898423956Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516831;view=1up;seq=1
79
WatExpStaBox004Techreport390150865168492-705Outlet works, Cochiti Dam, Rio Grande, New Mexico : hydraulic model investigation /4606501898386456Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516849;view=1up;seq=1
80
WatExpStaBox004Techreport390150865168562-708U.S. Navy ship mooring facility, west coast of Point Loma, San Diego, California : hydraulic model investigation /4606623898386487Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516856;view=1up;seq=1
81
WatExpStaBox004Techreport390150865167812-709Drop structure, Cayuga Inlet, Cayuga Lake, New York : hydraulic model investigation /4606823898110581Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516781;view=1up;seq=1
82
WatExpStaBox004Techreport390150865167732-710Spillway for Cannelton Locks and Dam, Ohio River, Kentucky and Indiana : hydraulic model investigation /4606378898115509Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516773;view=1up;seq=1
83
WatExpStaBox004Techreport390150865167652-711Matagorda Ship Channel model study, Matagorda Bay, Texas : hydraulic model investigation /4606834898110574Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516765;view=1up;seq=1
84
UNTWatExpStaBox1TechRepUNT2-713Filling and emptying system, Cannelton main lock, Ohio River, and generalized tests of sidewall port systems for 110- by 1200-ft locks : hydraulic model investigation /4606450884507340Available UNT 3/14/2017, Not Available UNT 6/22/2015http://digital.library.unt.edu/ark:/67531/metadc303884/
85
WatExpStaBox004Techreport390150865167572-715Resistance coefficients for structural plate corrugated pipe : hydraulic model investigation /3898307898110040Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516757;view=1up;seq=1
86
WatExpStaBox004Techreport390150865167402-716Flow in chute spillway at Fort Randall Dam : hydraulic prototype tests /4606369898110525Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516740;view=1up;seq=1
87
UNTWatExpStaBox1TechRepUNT2-718Filling and emptying systems, Millers Ferry and Jones Bluff Locks, Alabama River, Alabama : hydraulic model investigation /4606466884508019Available UNT 3/14/2017, Not Available UNT 6/22/2015http://digital.library.unt.edu/ark:/67531/metadc303885/
88
WatExpStaBox004Techreport390150865166902-719Spillway and outlet works, Shelbyville Dam, Kaskaskia River, Illinois : hydraulic model investigation /4606514898110556Available HT 6/22/2015
babel.hathitrust.org/cgi/pt?id=mdp.39015086516690;view=1up;seq=1
89
WatExpStaBox004Techreport390150865167082-724Design for optimum wave conditions, Dana Point Harbor, Dana Point, California : hydraulic model investigation /4606596898110605Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516708;view=1up;seq=1
90
WatExpStaBox004Techreport390150865167162-725Designs for rubble-mound breakwaters, Dana Point Harbor, California : hydraulic model investigation /4606534898110361Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516716;view=1up;seq=1
91
WatExpStaBox004Techreport390150865167242-728Stability of seawall, Texas City, Texas : hydraulic model investigation /4606632898110320Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516724;view=1up;seq=1
92
WatExpStaBox004Techreport390150865167322-730Drop structures for Walnut Creek project, Walnut Creek, California : hydraulic model investigation /4557129898110378Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516732;view=1up;seq=1
93
WatExpStaBox004Techreport390150865166662-731Spillway, Hannibal Locks and Dam, Ohio River, Ohio and West Virginia : hydraulic model investigation /4602318898110537Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516666;view=1up;seq=1
94
WatExpStaBox004Techreport390150865166742-733Reduction of shoaling in Charleston Harbor and navigation improvement of Cooper River, South Carolina : hydraulic model investigation /4602294898109583Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516674;view=1up;seq=1
95
WatExpStaBox004Techreport390150865166822-734Culvert pressures, Greenup Lock, Ohio River, Kentucky : hydraulic prototype tests /4606364898110374Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516682;view=1up;seq=1
96
WatExpStaBox004Techreport390150865166582-736Navigation conditions at Locks and Dam No. 4, Monongahela River, Pennsylvania : hydraulic model investigation /4602465898115409Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516658;view=1up;seq=1
97
WatExpStaBox004Techreport390150865166412-738Navigation conditions at Belleville Locks and Dam, Ohio River : hydraulic model investigation /4579384898110569Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516641;view=1up;seq=1
98
UNTWatExpStaBox1TechRepUNT2-739Filling and emptying system, Cordell Hull Navigation Lock : Cumberland River, Tennessee ; hydraulic model investigation /4392177884508293Available UNT 3/14/2017, Not Available UNT 6/22/2015http://digital.library.unt.edu/ark:/67531/metadc303886/
99
WatExpStaBox004Techreport390150865166332-742Steady-flow stability tests of navigation opening structures, Hilo Harbor tsunami barrier, Hilo, Hawaii : hydraulic model investigation /4570990898110562Available HT 6/22/2015
http://babel.hathitrust.org/cgi/pt?id=mdp.39015086516633;view=1up;seq=1
100
UNTWatExpStaBox1TechRepUNT2-743Filling and emptying systems, low-lift locks, Arkansas River project : hydraulic model investigation /4579311884509267Available UNT 3/14/2017, Not Available UNT 6/22/2015http://digital.library.unt.edu/ark:/67531/metadc303890/
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