...... PAP 19 0 3573 July, 1963 HY4

Journal of the HYDRAULICS DIVISION Proceedings of the American Society of Civil Engineers

BIBLIOGRAPHY ON THE HYDRAULIC DESIGN OF SPILLWAYS

Progress Report Task Force on Hydraulic Design of Spillways, Committee on Hydraulic Structures, Hydraulic Division

HYDRAULICS BRANCH OFFICIAL FILE COPY

INTRODUCTI~EN BORROWED RETURN PROMPTI,1 The Task Force on Hydraulic Design of Spillways originally was formed in 1954 by the Committee on Design to advance and disseminate knowledge of the "Hydraulic Aspects of the Design and Operation of Spillways and Crest Gates. " In the period 1954 through 1956, the task force stimulated the preparation of papers for publication and presentation at sessions of the Division. In 1957, the task force was reorganized and assigned the objective of preparing an annotated bibliography on the subject of "Hydraulic Design and Operation of Spillways." The scope of the assignment was again changed in 1960 and its assigned objective became the preparation of a selected rather than an annotated bibliography on the subject of Hydraulic Design L of Spillways. Although the original subject included operation of spillways, this phase of the assignment was deleted because of the difficulty in evaluat­ ing spillway operation. The accompanying bibliography, therefore, constitutes the report of this task force's activities for its latest assignment. This bibliography is not intended to be exhaustive. It is limited to material of primary value and lists only carefully selected articles which are current and useful in present (1963) design. Coverage of the principal references was sought from sources known to the task force. No doubt important references .. Note .-Discussion open until December 1, 1963. Separate discussions should be sub­ mitted for the individual papers in this symposium. To extend the closing date one month, a written request must be filed with the Executive Secretary, ASCE. This pape r is part of the copyrighted Journal of the Hydraulics Division, Proceedings of the American So­ ciety of Civil Engineers, Vol. 89 , No. HY4, July, 1963. 117 118 July, 1963 HY4 were inadvertently overlooked. No attempt was made to include translations of foreign references which are listed in ASCE Manual of Engineering Practice No. 35. Also excluded are unpublished academic theses and articles on the hydrologic aspects of spillway design. The list of references is arranged alphabetically by authors. A subject index is also provided and is cross-referenced to the list by authors. The following members were at one time on the task force and have contributed to this project: W.R. Barrows, F. ASCE; A. J. Peterka, F. ASCE ; E. R. Schultz, F. ASCE; and M. J . Webster, F. ASCE. The assistance of these former members is gratefully acknowledged. This report is respect­ fully submitted by the Task Force on Hydraulic Design of Spillways, Com­ mittee on Hydraulic Structures, Hydraulics Division.

D. R. F. Harleman, M. ASCE W. E. Wagner, F. ASCE S. M. Barnes, M. ASCE, Chairman

,. ' HY4 SPILLWAY REFERENCES 119

S UBJE CT INDEX

General Refere11c es: U. S. Department of the Interior, Bureau of ASCE (List of translations of foreign litera­ Reclamation; Hydraulic and excavation ture on hydraulics) tables Albertson, M. L., Barton, J. R., and Simons, U. S. Department of the Interior, Bureau of D. B.; Fluid Mechanics for Engineers, Reclamation; Reclamation Project Data Prentice-Hall, Inc., 1960 U. S. Department of the Interior, Bureau of Barrows, H. K. ; Water Power Engineering Reclamation; Water measurement manual Bunyan, J. E. U. S. Tennessee Valley Authority; Technical Chow, V. T.: Open Channel Hydraulics, Report No. 24, Vo lume I, Civil and Struc­ McGraw-Hill Book Company, Inc., 1959 tural Design Creager, W. P., Justine, J. D., andHinds, J.: Wiley, A. J.; High Dams-a symposium Engineering for Dams Williams, G. S., and Hazen, A.: Hydraulic Creager, W. P., and Justin, J. D.; Hydro- Tables electric Handbook Woodward, S. M .. and Posey, C. J. ; Steady Davis, C. V.: Handbook of Applied Hydraulics flow in open channels Escande, L. Guyten, B. Air Entrainmen t Houk, Ivan E.; Irrigation Engineering, Vol- Frankovic, A. ume !I Gumensky, D. B. (2) Huff, A. N. Halbronn, G., et al. Jaeger, C.; Engineering F luid Mechanics Hall, L. S., et al. King, H. W., and Brater, E. F.; Handbook of Hamid, M. A., et al. Hydraulics Hickox, G. H. (2) Lamb, Owen P. (Incl. bibliography on air Howe, J. W., et al. entrainment) Kalinske, A. A., and Robertson, J. W, Lee, C. C. (Bibliography on weirs 1882-1940) Lamb, 0. P. Leliavsky, S. (2); Irrigation and Hydraulic Lane, E. w. Design Straub, L. G., and Anderson, A. G. (2) Linsley, R. K. , et al.; Applied Hydrology Straub, L. G., and Lamb, 0. P. (2) Linsley, R. K. , and Franzini, J.B. ; Elements of Hydraulic Engineering Cavitation Mermal, T. W. ; Register of Dams in the U.S . Ball, J. W. National Resources Committee; Low Dams Carnegie Institute of Technology (2) Noy, E.G. Knapp, R. T., and Hollander, A. Raven, F. A., et al. (annotated bibliography Lemoine, R. on cavitation) Maitra, B. Rich, G. R. Poulter, T. C. Rouse, H.: Engineering Hydraulics Raven, F. A. , et al. (annotated bibliography) Slichter, F. B. Rouse, H., and Hassan, M. M. U. S. Army Corps of Engineers, Office of Thomas, H. A., and Hopkins, W. J. Chief of Engineers; Hydraulic Design­ U. S. Army Corps of Engineers, Waterways Spillways Experiment Station (several) U. S. Army Corps of Engineers, Waterways Yennard, J. K., et al. Experiment Station; Hydraulic Design Criteria Clos ed Conduit Spillways U. S. Army Corps of Engineers, Office of Blaisdell, F. W. (2) Chief of Engineers; Tainter Gates Blaisdell, F. W., and Donnelly, C. A. U. S. Committee of International Commission Pradley, J. N., and Thompson, L. R. on Large Dams (See Mermal, T. W.) Silberman, E. , and Ripken, J. F. U. S. Department of the Interior, Bureau of T aylor, G. A. , and Elsden, 0. Reclamation; Dams and Control Works U. S. Department of the Interior, Bureau of Crests and Crest Shap es Reclamation; Design of Small Dams Blaisdell, F. W. U. S. Department of the Inte rior, Bureau of Bradley, J. N. (2) Reclamation; Hydraulic design of stilling Camp, C. S., and Howe, J . W. basins and bucket energy dissipaters, Cannell, P . .J. 1963, 2nd Edition Central Board of Irrigation and Power, India ,

120 July, 1963 HY4

Chitale, S. V. Kuttiammu, T. P., and Rao, J. V. Coleman, G. S., and Smith, D. Lenz, A . Collinge, V. K. Levi, E., and Escamilla, G. G. East, Lewis R. Liskovec, L. Escande, L. Luthra, S. D. L. Foster, H. A. Marchi, G. de Ganguli, M. K., et al. Martin, H. M., and Carlson, E. J. Georgescu, P. , et al. McPherson, M. B., and Karr, M. H. Goodrich, R. D. Meyer-Peter, E., and Muller, R.

Grzywienski 1 A. Moore, W. L. Ha rkauh, A. Narasimham, R, K. Y. (2) Hickox, G. H. Norby, J. V. Ishihara, T., et al. Novak, P. Jansen, R. B. Poggi, B. Kirkpatrick, K. W. Rhone, T. J., and Peterka, A. J . McNown, J. S., et al. Roberts. D. F. Nelidov, I. M. Rohatgi, D. P. Paderi, .F. Scimeni, E. Puls, L. G. Tison. L. J. Rajaratman, N. Tonini. D. Rand, W. U. S. Department of the Interior, Bureau of Robinson, A. R. Reclamation (several) Rouse, H. U. S. Army Corps of Engineers, Waterways Rouse, H., and Reid, L. Experiment Station (several) Schonfeld, J. D. U. S. Army Corps of Engineers, Bonneville Scimeni, E. Hydraulic Laboratory U. S. Army Corps of Engineers (several) Warnock, J. E. U. S. Department of the Interior, Bureau of Wen-Hsiung, Li Reclamation (several) Vitols, A. · Elllra11ce Couclitions Allen, J., and Taylor, G. A. Discharge Coefficients Ball, J. W. See Crests and Crest Shapes Binnie, A. M .. and Wright, R. K. Blaisdell. F. W. Drop-Inlet Entrances Bloomer, N. T .. et al. See Morning-Glory Shaft Spillways Engel, F. V. A., and Stainsby, W. Foste r. H. A. Emergency Spillways Paderi, F. See Fuse Plug Rouse, H., and Hassan, M. M. Erosion Energy Dissipators (See also Hydraulic J11mj,} See Energy Dissipators Ahmad, N. (4) Balloffet, A. Fuse Plug Barr, D. I. H. Tinney, E. R., and Hsu, H. Y. Barr, D. W., and Rosene, R. W. U. S. Army Corps of Engineers, Waterways Beichley, G. L., and Peterka, A. J. (2) Experiment Station (Misc. Paper 2-374) Blaisdell, F. W. (2) Bose, N. K., and Pramanik, H. R. Gates, General Bradley, J. N ., and Peterka, A. J. Ball, J . W. Bryant, J . W. Boissonnault, F. L. (estimating data) Cabelka, J. Boucher, P. C. Campus, F. Buzzell, D. A. Chitale, s. V. Engineering News-Record (anonymous) Dooge, J. C. I. Escande, L. Fergusson. F. F. Halliday, B. A.. and Hoffman, C. J. Fiala. G. R., and Albertson, M. L. Kohler, W. H. Framji, K. K. Lenz. A. Gandolfo. J. S., and Cotta, R. D. (2) Madany, M. el Gedney, R. H. Maitre. R. Harleman, D. R. F. Niederhoff, A. E. Hathaway, G. A. Roberts. K. C. Hellstrom, B. Simmons. W. J . Jr. Hickox, G. H. Keener, K. B. Gates, Ras cu le Keim, S. R. Hollingshead, W. E. HY4 SPILLWAY REFERENCES 121

Gates, Cylinder Lane, E.W., and Lee, J . D. Ball, J. W. Offitzeroff, A. S. Martin, H. M., and Ball, J. W. Peterka, A. J. Straub, L. G. Gates, Roller Thomas, C. W. U. S. Army Corps of Engineers, St. Paul U. S. Department of the Interior, Bureau of District (2) Reclamation (several) U. S. Army Corps of Engineers, Waterways Gates, Flas hboards Experiment Station (several) Engineering News-Record (Anonymous) Warnock, J. E., Dewey, H . G., Jr., et al. Marsh, F. D. Walton, J. Wright, C. A., and Betts, C. A. llydraulic Model Studies and Design Memoranda of Spec-ific Projects Gates, Drum Anderson, Sigurd H. ; Holcombe Dam, St. Bradley, J. N. Anthony Falls Spillway Engineering News-Record (Anonymous) Barnes, G. E., and Jobes, J. G.; Muskingum Water-Shed Project Gates, Radial P.arr, D. I. H.; Kincardine Power Station See Gates, Tainte r Bermel, K. J .. and Sanks, R. L.; Prown Canyon Debris Barrier Gates, Tainter (or lladial) Blaisdell. F. W., and Donnelly. C. A. ; Whiting Angelin. S. A. Field N.A.A. Buzzell, D. A. Pryce. J. B. ; Stewartville Engineering News-Record (Anonymous) Carnegie Institute of Technology; P luestone Kenigsberg, A. H. Dam. Virginia, Bonneville Dam, Oregon­ Rhone, T. J . Washington, Crooked Creek Reservoir Ripley, T. M. Dam, Pa., Tionesta Creek Reservoir Dam, Schuster, J. C. Pa., Tygart River Reservoir Dam, West Streiff, A. Va., Yaughiogheny River Dam, Pa. Toch, A. Case Institute of Technology; Mahoning Dam, U. S. Army Corps of Engineers, St. Paul Pa., Mount Morris Dam, N. Y. District Chitale, S. V.; Hanumannagar Barrage, Kosi U. S. Army Corps of Engineers, Office of River Chief of Engineers Commonwealth Engr. (Anon.); Cairn Curran Dam, Victoria High Velocity Flow (See also Air Entrainment) Copper Union, N. Y.; PopolopenWaterSupply Ball, J. W. Dam, N. Y. Hall, L. S. Cornell University; Almond Dam, N. Y., Jppen, A. T., and Knapp, R. T., et al. Arkport Dam, N. Y., Whitney Point Dam, Keener, K. B. N. Y . Crump, E. 13.: Fassideri Project, Greece Hydraulic Jum/1 (See also Energy Dissipators) DeLapp, Warren; Chippewa River Reservoir Advani, R. M. (2) Dam Argyropoulos, P. A. Douma, J. H. : Green Mountain Dam Bettess, F. Nagler, F . A., and Davis. A.; Keokuk Dam, Chitale, S. V. Iowa Diskin, M. H. O'Shaughnessy, P. S.: Madden Dam Forsters. J. W., and Skrinde, R. A. Peter, Y.: Kishon Weir Hickox, G. H. Peterka. A. J.; Fontana Dam Howell, D. D. Sowers, G. F.; Mount Morris Dam Kindsvater, C. E. U. S. National Bureau of Standards; Indian Lin, K-M, and Priest, M. S. Rock Dam. Savage River Dam Moore, W. L., and Morgan, C. W. U. S. Army Corps of Engineers Rouse, H., Siao, T. T., and Nagarantum, S. Binghamton District; Arkpor t side- Shukry, A. channel spillway Smith, C. D. Bonneville Hydraulic Laboratory; Bonne­ ville Dam (3), Chief Joseph Dam, Hydraulic Models Dorena Dam (2), Hartland Dam (side Allen, J. channel), Mud Mountain Dam American Society of Civil Engineers Denison District; Denison Dam Askin, F. R. Garrison District; Ga rrison Dam, Town­ Brown, F . R. (2) s hend Dam Commonwealth Engineering (Anon.) Los Angeles District; Prado Flood Con­ Davis, L . M. trol Dam, Santa Fe Flood Control Dam, Harrison, E. S., and Kindsvater, C. E. Salinas Dam 122 July, 1963 HY4

Missouri River Division; Marshall Creek Webster Dam, Willow Cr eek Dam, Wu­ Dam Sheh Dam, Yanhee Dam, Yellowtail Dam, New England Division; Otter Brook Dam U. S. Tennessee Valley Authority; Boone P rovidence District; Union Village Dam P roject-TVA, Fontana Project, Fort St. Paul District; Baldhill Dam, Coral- Patrick Henr y Project ville Reservoir, Dam No. 1, Missi­ Uppal, H. L. ; Bhakra Dam issippi River, Homme Reservoir, Or­ Warnock, J.E. ; Grand Coulee well Reservoir Worcester Polytechnic Institute; Knightville Waterways Experiment Station; Allatoona Dam, Mass., Surry Mountain Dam, N. H. , Dam, Arkabutla Dam, Belton Dam, Union Village Dam, Vermont Benbrook Dam, P e rlin Dam, Big Bend Zaky, H. ; Gebel Aulia Dam Dam, Bluestone Dam, Buford Dam, Buggs Island Dam, Bull Shoals Dam, Hydraulics of Op en Channels Canton Dam, Center Hill Dam , Cheat­ Bakhmeteff, B. A. ham Lock and Dam, Clark Hill Dam, Bauer, W. J. Columbia Dam, Conchas Dam, Cone­ Chow, V. T. maugh Dam, Delaware Dam, Denison Gumensky, D. B. Dam, Detroit Dam, Dewey Dam, Dillon Hill, R. A. , and McConaughy, D. C. Dam, East Branch Reservoir, Enid Iowa, State University of Dam, Eufaula Dam, Folsom Dam, Fort Mayer, P. G. Gibson Dam, Fo rt Randall Dam, Gar­ Thomas, H. A. rison Dam, Gavins Point Dam, Gene­ Tracy, H. J. , and Carter, R. W. gantslet Dam, Great Salt Plains Dam, U. S. Army Corps of Engineers, Los Angeles Greenup Locks and Da;,,, Harlan Coun­ District ty Dam, Hartwell Dam, Jackson Dam, U. S. Department of the Interior, Bureau of Jim Woodruff Dam, Markland Locks Reclamation and Dam, John Martin (Caddoa) Dam , Viparelli, M. Maxwell and Opekiska Lo cks and Dam, McGee Bend Dam, Narrows Dam, New Information on Specific Projects or Areas Cumberland Locks and Dam, No rfork Brace, H. P. ; Kur ra Falls, Nigeria Dam, Old River Overbank Structure, Cochrane, R. B.; Northwest projects Old River Low-Sill Control Structure, Davis, C. V., and Meyer, A . A.; Fontana, Osceola Dam, Philpott Dam, Pike Is­ TVA land Locks and Dam, Pine Flat Dam, Dickinson, M. L. ; Chatuge and Nottely Possum Kingdom Dam, St. Lucie Canal, Dienhart, A. V.; St. Anthony F alls Santee River Darn, Sardi s Dam, Savage Engineering News-Record (anon.); Horseshoe River Dam, Stewarts Ferry Dam, Ta­ Dam, Arizona, Grand Coulee Spillway, ble Rock Dam, Townsend Dam, Wap­ Ohio River, Lake Burnt Mills Reservoir papello Dam, Warrior Dam, Whitney Engstrom, U. V.; Enders Dam Dam, Wolf Creek Dam Fraps, J . A.; Arizona Dam Code U, S. Department of the Interior, Bureau of Goo dhue, H. W., et al. ; Apalachia and Ocoee Reclamation; Al amogordo Dam, Anchor No . 3, TVA Dam, Anderson Ranch Dam, Angostura Hardin, J. R., et al.; Old River- Mississippi Dam, Bhakra Dam , Boca Dam, Bonny Hickox, G. A.; TVA Projects, Norris Dam Dam, Boulder Canyon Project Studies, Hoeffer, H. J.; Fort Randall Dam, Missouri Boysen Dam, Cachuma Dam, Canyon Fer­ Rive r ry Dam, Capilano Dam, Cascade Dam, Holden, 0., and Soare, J. L.; Niagara Casitas Dam, Cedar Bluff Dam, Cherry Keener, K. B.; Grand Coulee Dam, Shasta Creek Dam, Cleveland Dam, Davis Dam, Dam, Boulde r Dam Spillway Tunnel Deer Creek Dam, Dickinson Dam, Ele­ Knappen, T. T.; Muskinghum Project phant Butte Dam, Enders Dam, Falcon Leonard, G. K., and Mattern, D. H. ; Watauga Dam, Fontenelle Dam, Fresno Dam, Glen Project, TVA Ann Dam, Glen Canyon Dam, Gorge High Mattern, D. H.; Wilbur Project Dam, Grassy Lake Dam, Green Mountain Meyer, A. A.; Fontana Dam Dam, Heart Butte Dam, Horse Mesa Dam, Mundall, T. : Watts Bar and Fort Loudoun Horseshoe Dam, Hungry Horse Dam, Key­ Myburgh, R. I. D. M. ; Ebenezer Dam Spillway hole Dam, Kartes Dan1, Medicine Creek Niederhoff, A. E. ; Tonoyam a Dam, Japan Dam, Moon Lake Dam, Navajo Dam, Norby, J. V.; Holleforsen Power Plant Nimbus Dam, Ochoco Dam , Olympus Dam, Nowell, J. C.; Cherokee and Douglas, TVA Owyhee Dam, Palisades Dam, Paonia Oliver, G. C. S.; Eye BrookReser voirSiphon Dam, Prineville Dam, Robles Diversion Spillway Dam, Ross Dam, Sanford Dam, Scofield O'Shaughnessy, P. S. ; Madden Dam Dam, Shadehill Dam, Shadow Mountain Pearce, C. E. ; Hi wassee Dam Dam, Sherburne Lake Dam, Sly Park Puls, L. G.; Hungry Horse Dam, Wilson Dam, Stewart Mountain Dam, Tibe r Dam, Dam, Alabama Tieton Dam, Trintity Dam, Unity Dam, Randolf, R.R., Jr. ; Madden Dam HY4 SPILLWAY REFERENCES 123

Rich, G. R.; TVA Projects Farney, H. S., and Markus, A. Rohatgi, D. P.; Ramganga Weir, India Favre, H. Singh, S., et al. ; Bhakra Dam Frazer, W. Smith, L. G.; Owyhee Dam Hinds, J. Str eiff, A.; Villacampo Dam, Spain McCormmack, A. L. U. S. Army Corps of Engineers, Waterways Nimmo, W. H. R. Experiment Station; Chief Joseph Dam, Peter, Y. Pine Flat Dam, McNary Project, Norfork Tults, H. Dam U. S. Army Corps of Engineers, Binghamton U. S. Department of the Interior, Bureau of District (Arkport Project) Reclamation; Boysen Dam, CachumaDam, U. S. Army Corps of Engineers, Bonneville California, Canyon F erry Dam, Cedar Hydraulic Laboratory (Hartland Dam) Bluff Dam, Colorado Big Thompson, Davis U. S. Department of the Interio r , Bureau of Dam, Eklutna Dam, Enders Dam, Glendo Reclamation Dam, Heart Butte Dam, Hungry Horse Dam, Jamestown Dam, Kartes Dam, Medi­ Side Weirs cine Creek Dam, Monticello Dam, Califor­ See Side-Channel Spillways nia, Nimbus Dam, O'Sullivan Dam, Pali­ sades Dam, Platero Dam, Rogue River Siphons Basin Project (Includes Howard Prairie Benfrattello, G. Dam, Keene Cr eek Dam, and Emigrant Boreli, M. Dam) , Tiber Dam, Trenton Dam Civil Engineering, London (Anon.) U. S. Tennessee Valley Authority; Apalachia, Doddiah, D. Ocoee No. 3, Nottely and Chatuge, Che ro­ Joglekar, D. V. kee Project, Chicamauga Project, Douglas J oglekar, D. V., et a l. Project, Fontana Project, Fort Loudoun Lamoen, J., et al. Project, Guntersville Project, Hiwassee McBirney, W . B. Project, Kentucky Project, Norris Proj­ Naylor, A. H. ject, Pickwick Landing Project, Upper Nelidov, I. M. Holston Projects, Watts Bar Project, Oliver, G. C. S. Wheeler Project Rao, N. s. G. Warnock, J . E.; Grand Coulee Rock, E. Webster, Marvin J.; Pacific Northwest Proj­ Stevens, J. C. (2) ects Weileman, E . H.; Kentucky Project Ski-Jump See Energy Dissipaters Lateral Spill ways See Side- Channel Spillways Submerged Flow See Weirs, Submerged Morning- Glory Shaft Spillways Abecasis, F. M. Stable Channels Blaisdell, F. W., and Donnelly, C. A. (2) See Energy Dissipaters Br adley, J. N., Wagner, W. E., and Peterka, A. J . Stilling Basins Dodge, E. R. See Energy Dissipaters Lencastre, A. Lulggi, M. L. Vibration in Hydraulic Structures Mortara, M. Ball, J. W. Myburgh, R. I. D. M. Campbell, F. B. Nelson, G. H. Engineering News-Record (Anon.) Smith, L. G. Fisher, H. Stimson, L. M. Naudascher, E. Taylor, G. A., and Elsden, 0. Pariset, E. Williamson, James Petrikat, K.

Piers (See also Crests and Crest Shap es) Weirs, Broadcrested Escande, L., and Sabathe, G. De lleur , J. W. Doeringsfeld, H. A., and Barker, C. L. Sediment Control Fathy, A. See Energy Dissipators Kandaswarny, P., et al. Long, L. W. , and Conner, N. W. Side Channel Spillways Tracy, H. J. Camp, T. R. Coleman, G. S., and Smith, D. Weirs, General Collinge, V. K. Lee, C. C. De Marchi, G. Mavis, F. T. 124 July, 1963 HY 4

Weirs, Special Designs Blaisdell, F . W., and Donne lly, C. A. Gerritsen. F. Bradley, J . N. Go relier, R. L. Cox, G. N. Grus h, D. I. Mavis, F. T. Jameson, A. H. Smith, R. A. Kindsvater, C. E., and Carter, R. W . U. S. Department of the Interior, Bureau of Lenz, A. T. Reclamation Thomas, A. R. Yennard, J . K. , and Weston, R. F. Villemonte, J. R. Weirs, Submerged Ange lin, s. A. (

AUTHOR IN DEX

Abecasis, F. M. , "The Behavior of Morning­ St. Anthony Falls Hyd. Lab., Project Report Glory Shaft Spillways," ! AHR Proceedings No. 9, 1948, 58 pp. 36 illus. (Sponsored by 6th, The Hague 1955 the Northern States Power Co.) Advani, R. M. , "Determination of Elements of Anderson, Sigurd H., "Hydraulic Mode l Studies Hydraulic Jump, 11 India, Central Board of of St. Anthony Falls Spillway," Univ. of Irrig. & Power, JV 11 n 2 Apr. 1954, Minn., St. Anthony Falls Hyd. Lab., Project p. 248-76 Report No . 33, 1952, 18 pp., 9 illus. (Spon­ Advani, R. M., "Generalized Method for Solu­ sored by Northern States Power Co.) tion of Hydraulic Jump Problems in Rec­ Angelin, S. A., "A Submer gible Type of Tainter tangular Channels, " India J Powe r & River Gate," !AHR Proceedings 6th, The Hague Valley Development, V 10 n 7 July 1960, 1955 p. 11-15 Argyropoulos, P. A., "General Solution of the Ahmad, N .. "A Comparative Study of Various Hydraulic Jump in Sloping Channels, " Proc. Types of Energy Dissipators," !AH R Pro­ ASCE Vol. 88 (J. Hyd. Div.) HY 4 July 1962 ceedings 3rd. Grenoble, 1949 paper No . 3190, 16 pp. Ahmad, N.. "Causes of Retrogression Below Askin, F. R. , " Use of Small Scale Models in Islam Barrage and Remedial Measures to Design of Hydraulic Structures," New Zea­ Cause Accretion and Push the Hydr aulic land Instu. Engineers, Proc. V 37, 1950-51, Jump to the Toe of the Glacis. " [AHR Pro­ p. 113-55 (discussion) 156- 65 ceedings 4th, Bombay 1951 Bakhmeteff, B. A., "Hydr aulics of Open Chan­ Ahm ad, N.. "Mechanism of Erosion Below nels," McGraw-Hill Book Co., Inc., New Hydraulic Works, " !AHR Proceedings 5th, York (1932) Minneapolis 1953 Ball, J. W., "Cavitation and Vibration Studies Ahmad, N., "Optimum Dimens ions of Energy fo r a Cylinder Gate Designed for High Dissipators Below Flat Weirs and Falls," Heads, " !AHR Proceedings 8th, Montreal, !AHR Proceedings 3rd, Grenoble 1949 1959 Albertson, M. L. ; Barton, J. R.; and Simons, Ball. J . W .. "Hydraulic Characteristics of Gate D. B., "Fluid Mechanics for Engineers,'1 Slots," ASCE Proc V 85 (J. Hydraulics Div.), Prentice-Hall, Inc., 1960 n HY 10 Oct 1959, Pt. 1. Paper n 2224, Allen, J ., "Scale Models in Hydraulic Engi­ p. 81-114 nee ring ," Longmans, Green & Co., New Ball. J. W., "Importance of Smooth Surfaces on Yo rk, N. Y., 2nd ed 1952, 415 p. Flow Boundaries Downstream from Outlet Allen, J. , and Taylor, G. A., "Note on Free Works Control Gates," U. S. Dept. of In­ Vo rtices Obse rved in Scale-Model Tests of terior. Bureau of Reclamation, Hyd. Lab. Bellmouth Overflow Spillway," Instn. Civ Report No . Hyd-448, July 1958 Engrs - Proc V 10 July 1958, Paper n 6292, Ball, J. W., "Why Close Tole rances are Neces­ p, 353-8 sary Under High-Velocity Flow, " U. S. Dept. American Society of Civil Engineers, Commit­ of Interior, Bureau of Reclamation, Hyd. tee of the Hydraulics Division on Hydraulic Lab. Report No. Hyd-473, Oct. 196 0 (un­ Resear ch. Manual of Engineering Practice published r eport; copies available on loan No. 25, "Hydraulic Models, " ASCE, New only) York, 1942 Balloffet, A. , "Pressures on Spillway Flip American Society of Civil Engineers, "List of Buckets," ASCE Proc. V 87 (J Hydraulics Translations of Foreign Literature on Hy­ Div.), n HY 5, Sept 1961, pt. 1, paper 2930, draulics." Manual of Engineering Practice, p, 87-98 n 35, 1957. 81 pp. Barnes, G. E., and Jobes, J. G., "Construction Ander son, Sigurd H .. " Hydraulic Model Studies and Testing of Hydraulic Models, Muskin­ for the Holcombe Dam." Univ. of Minnesota, gum Water Shed Project, " Transactions HY4 SPILLWAY REFERENCES 125

ASCE Vo l. 103 (1938), page 230 167 p. Pt. 1 (n 12); Theory and its applica­ Barr, D. I. H., "Hydraulic Model Study of Head tion, 22 p. Pts. 2-7 (n 18) ; Tests on several Dissipation at Kincardine Power Station,'' forms of spillway, 50 p. Pts. 8-9 (n 19); lnstn Civ Engrs - Proc V 10 July 1958, Laboratory and field tests, 54 p. Pt. 10 Paper n 6289, p. 305-20 (n 20); Hood inlet, 41 p. Barr, D. W ., and Rosene, R. W ., "Loose Rock Blaisdell, F. W. , and Donnelly, C. A., "Hy­ Spillway for Low Head Dam, " Civil Engi­ draulic Model Studies for Whiting Field neering, Vol 28, 1958, page 246 Naval Air Station," Univ. of Minnesota, St. Barrows, H. K., "Water Power Engineering, 11 Anthony Falls Hyd. Lab., Project Report McGraw-Hill Book Co., Inc. , 1943 No . 23, 1950, 50 pp. 51 illus. (Sponsored Bauer, W. J., "Turbulent B0W1dary Layer on by Soil Conservation Service, USDA) Steep Slopes," Transactions ASCE Vo l. 119 Bloomer, N. 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G., and Anderson, A. G., "Self­ Long Weirs, " !AHR Proceedings 6th, The Aerated Flow in Open Channels," Trans. Hague 1955 ASCE, Vol. 125 (1960), p. 456-86 Schuster, J. C ., "Model-Prototype Conform­ Straub, L. G., and Lamb, 0. P., "Experimental ance of Radial Gate Discharge Capacity, Studies of Air Entrainment in Open Channel Canyon Ferry Dam, Montana," U.S. Dept. of Flow," JAHR Proceedings 5th, Minneapolis Interior, Bureau of Reclamation, Hyd. Lab. 1953. Also published as Univ. of Minn., Report No. Hyd-433, March 1957 St. Anthony Falls Hyd. Lab. Technical Paper Scimemi, E., "On the Scours Which May Appear n. 4-A, 1953, 13 pp., 13 illus. Along the Downstream Face of a Dam, " Straub. L. G., and Lamb, 0. P., "Studies of Air !AHR Proceedings 2nd, Stockholm 1948 Entrainment in Open-Channel Flows, 11 Trans. Scimemi, E., "The Shapes of Overflow Dams. " ASCE, Vol. 121 (1956) , p. 30-44 L'Energia Elettrica, Vol. 14, 1937. Transl. Straub, L. G., "Use of Models in Planning by H. B. 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Taylor, G. A., and Elsden, 0., "Investigation Lab., Report 65-1, July 1958, "Revised Still­ of Right-Angle Bend at the Foot of a Vertical ing Basin, Bonneville Dam, Columbia River, Spillway Shaft," Fifth International Congress Oregon anci Washington" on Large Dams, Vol. IV, p, 857-874, 1955 U. S. Army Corps of Engrs. , Bonneville Hyd. Thomas, A. R., "Contour Waste Weir/ India Lab., Report No. 3-1, July 1941, "Spillway Central Board Irrigation, J V 5, n 2, April Pressure Head Investigation Bonneville Spill­ 1948, p. 176-7, 180 way Dam, Bonneville, Oregon" Thomas, Ch. W., {{Velocity, Scour and Pressure U. S. Army Corps of Eng rs., Bonneville Hyd. Measurements from Three Models of the Lab. , Report No. 34-1, Aug. 1956, "Spillway Sam e Structure," IAHR Proceedings 7th, and Stilling Basin for Chief Joseph Dam Lisbon 1957 (Columbia River, Washington)" Thomas, H. A., "The Propagation of Waves U. S. Army Corps of Engrs., Bonneville Hyd. in Steep Prismatic Conduits," Proc. Hyd. Lab., Rep rt 45-1, June 1955, "Flood Control Conf. Univ. Iowa, Studies in Engrg., Bui. Conduits for Detroit Darn, North Santlam n 20, p. 214, 1940 River, Oregon" Thomas, H. A., and Hopkins, W. J. , "Cavitation U. S. Army Corps of Engrs., Bonneville Hyd. on Baffle Piers Below Dams, " Proceedings Lab. , Report No. 27-1, May 1953, "Spillway of 2nd Hyd. Conf., June 1942, Univ. of Iowa for Dorena Dam (Row River, Oregon)" Tinney, E. R. , and Hsu, H . Y., "Mechanics of U. S. Army Corps of Engrs., Bonneville Hyd. Washout of Erodible Fuse Plug," ASCE Lab., Report 11-1, Nov. 1942, "Model Study Proc. V 87 (J. Hydraulics Div.), n HY3 , of the Spillway and Tunnel for Dorena Dam, May 1961, pt. 1, paper 2808, p. 1-29 Row River, Oregon" Tison, L. J., "Erosion Downstream of Movable U. S. Army Corps of Engrs. , Bonneville Hyd. Barrages," !AHR Proceedings 2nd, Stock­ Lab., Report 86-1, Dec. 1959, "Side- Channel holm 1948 Spillway, North Hartland Dam (Ottauquechee Toch, A., "Discharge Characteristics of Tainter River, Vermont)" Gates, " ASCE Trans. Vol. 120 (1955) U. S. Army Corps of Engrs., Bonneville Hyd. Tonini, D., "Erosion Downstream of the Barrage Lab., Report No. 1-1, Jan. 1942, "Model in the Bren ta at Mignano," !AHR Proceedings Study of the Spillway for Mud Mountain Dam 2nd, Stockholm 1948 {White River, Washington)" Tracy, H. J., "Discharge Characteristics of U. S. Army Corps of Engineers Office, Chief of Broad-Crested Weirs, " U. s . Geological Engineers, Engineering Manual, Civil Works Survey, circular n 397, 1957, 15 pp. Construction, Part CXVI, Chapter 3, March Tracy, H . J., and Carter, R. W., "Backwater 1953 Effects of Open Channel Constrictions," ASCE U. S. Army Corps of Engrs., Office, Chief of Trans. Vol. 120 (1955), page 993 Engrs., Engineering Manual for Civil Works Tults, H. , "Flood Protection of Canals by Construction, Part CXXVII, 0103.14: 127 / 2, Lateral Spillways," ASCE Proc. V 82 (J. Chapter 2, Tainter Gates, "Tainter Gates" Hydraulics Div.), n HY4, Oct. 1956, paper U. S. Army Corps of Engrs., Denirnn District, n 1077 Dec. 1939, "Report on Chute Spillways, U. S. National Bureau of Standards Hydraulic Denison Dam (Red River, Texas)" Laboratory. Conducted for U. S. Army Corps U.S. Army Corps of Engrs. , Garrison District, of Engrs., Baltimore District, April 1940, "Missouri River, Garrison Dam and Res­ "Report on Hydraulic Model Tests of Spill­ ervoir (Riverdale, North Dakota), Plans, way and Outlet Works. Indian Rock Dam, Spillway, Structures and Gates" Codorus Creek, York, Pa. 11 U. S. Army Corps of Engrs., Garrison District, U. S. National Bureau of Standards Hyd. Lab. Design Memo No. 4, "Spillway and Outlet Conducted for U. S. Army Corps of Engrs .. (Connecticut R. Flood), Townshend Dam and Washington District, May 19~7. "Report on Reservoir, West River, Vermont" Model Tests of the Spillway for Savage U. S. Army Corps of Engrs., Los Angeles Dis­ Ri ver Dam" trict, Hydraulic Laboratory Report, April Uppal, H. L., "Hydraulic Model Study of Spillway 1940, "Hydraulic Model Tests, Spillway and and Tunnel of Bhakra Dam, " 4th Congress Outlet Works, Prado Flood Control Dam on on Large Dams (India), Vol. II, 1951, p. 933- Santa Ana River, Prado, Calif. " 968 U. S. Army Corps of Engrs. , Los Angeles Dis­ U. s . Army Corps of Engrs., Binghamton Dis­ trict, Hyd. Lab. Report, Dec. 1945, "Hydraulic trict, June 1939, "Hydraulic Model Studies Model Study, Superelevated Flow in Curved of Arkport Side- Channel Spillway and Outlet Open Channels. Inte rim Report" Structures (Upper Susquehanna River Basin, U. S. Army Corps of Engrs .. Los Angeles Dis­ N. Y.)" trict, Model Study Report. June 1944. Also U. S. Army Corps of Engrs., Bonneville Hyd. report dated Jan. 1943 , "Spillway for Salinas Lab., 3 Vols., June 1937 (unnumbered re­ Dam (Salinas River, California)" port), "A Report on Model Studies Made in U. S. Army Corps of Engrs., Los Angeles Dis­ Connection with the Bonneville Dam and trict, Hydraulic Lab. Report, March 1942, Appurtenant Works" "Hydraulic Model Study of the Spillway and U. S. Arm y Corps of Engrs., Bonneville Hyd. Outlet Works for the Sante Fe Flood Control 134 J uly, 1963 HY 4

Dam, San Gabriel River, CaliforniaJJ Resulting from Suddenly Breached Dams: U. S. Army Corps of Engrs., Missouri River Report 1: Conditions of Minimum Resist­ Divison, 1940, "Model Studies of Spillway, ance, Report 2: Conditions of High Resist­ Marshall Creek Dam" ance" U. S. Army Corps of Engrs., New England U. S. Army Corps of Engrs., Waterways Ex­ Division, Design Memorandum No. 8, Feb. periment Station, Civil Works Investigations­ 1956, "Otter Brook Dam and Reservoir Hydraulics (Item CW804), Vicksburg, Miss­ (Otter Brook River, New Hampshire) " issippi, 1952-1960, "Hydraulic Design Crite­ U. S. Army Corps of Engrs., Providence Dis­ ria- Corps of Engineers, General 000, Spill­ trict, 1938, "Report of Hydraulic Model ways 100, Gates and Valves 300, Artificial Tests of Spillway, Union Village Dam (Om­ Channels 600" pompanoosuc River, Union Village, Ver­ U. S. Army Corps of Engrs., Waterways Ex­ mont) " periment Station, Misc. Paper No. 2-206. U. S. Army Corps of Engrs., St. Paul District, March 1957, "Hydraulic Laboratory Investi­ Report No. 45 , Dec. 1940, "Discharge Co­ gations of Spillways" efficients for Obstructions to Super- Flood U. S. Army Corps of Engrs., Waterways Ex­ Flows" periment Station, Bulletin No. 37. June 1951, U. S. Army Corps of Engrs., St. Paul District, "Hydraulic Models as an Aid to the Develop­ Report No. 55, Sept. 1950, "Laboratory ment of Design Criteria" Tests on Hydraulic Model of Baldhill Dam, "Model Studies By: U. S. Army Corps of Final Report (Cheyenne River, North Dakota) " Engineers, Waterways Experiment Station" U. s. Army Corps of Engrs., St. Paul District, 1. Allatoona Dam, Etowah, Georgia, Tech. Hyd. Lab. Report No. 60, Feb. 1957, "Labo­ Memo. 214- 1, Oct. 1944; ratory Tests on Hydraulic Models of Coral­ 2. Arkabulta Dam, Coldwater River, Tech. ville Reservoir Outlet and Spillway Struc­ Memo. 169- 1, Jan. 194i; tures (Iowa River, Iowa) '1 3. Belton Dam, Leon River, Texas, Tech. U. S. Army Corps of Engrs., St. Paul District, Memo. 2- 363, April 1953; Hyd. Lab. Report No. 63, Aug. 1959, "Spill­ 4. Benbrook Dam. Clear Fork of Trinity way Apron for Dam No. 1, Mississippi River , Texas, Tech. Memo. 2- 269, March River" 1949; U. S. Army Corps of Engrs., St. Paul District, 5. Berlin Dam, Mahoning River, Ohio, Tech. Report No. 58, 1953, "Laboratory Tests on Memo. 193-1, Nov . 1942; Models of Homme Reservoir, Spillway arid 6. Big Bend Dam, Missouri River, South Outlet Structures, Final Report (South Branch Dakota, T.R. 2-605. 1962; of Park River, North Dakota)" 7. Bluestone Dam, New River, West Vir­ U. S. Army Corps of Engrs., St. Paul District, ginia, Tech. Memo. 2-243, March 1948; Hyd. Lab. Report No. 57, Dec. 1953, "Orwell 8. Buford Dam, Chattahoochee River, Geor­ Reservoir Conduit Outlet and Spillway Struc­ gia, Tech. Memo. 2-350. Oct. 1952; tures, Otter Tail River, Minn. 11 9. Buggs Island Dam, Roanoke River, Vir­ U. S. Army Corps of Engrs., St. Paul District, ginia and North Carolina, Tech. Memo. Hyd. Lab. Report No. 39, Jan. 1940, "Roller 2-281, June 1949; Gate Coefficients, Appendix A" 10. Bull ·Shoals Dam, White River, Arkan­ U. S. Army Corps of Engrs., St. Paul District, sas, Tech. Memo. 2-448, Nov. 1948; Hyd. Lab. Report No. 36, Aug. 1939, " Roller 2-234, June 1947; Gate Stilling Basins" 11. Canton Dam, North Canadian River, U. S. Army Corps of Engrs., St. Paul District, Oklahoma, Tech. Memo. 190- 1, Aug. Hyd. Lab. Report No. 37, Oct. 1939, "Sub­ 1942; mergible Tainter Gates" 12 . Center Hill Dam, Caney Fork River, U. S. Army Corps of Engrs., Walla Walla Tennessee, Tech. Memo. 202 -1, Aug. District. 1956. "Report on Model-Prototype 1946; Conformity, McNary Spillway (Columbia Riv­ 13. Cheatham Lock and Dam, Cumberland er. Oregon-Washington)" River, Tennessee, Tech. Memo. 2- 381, U. S. Army Corps of Engrs., Waterways Ex­ April 1954; periment Station. Misc. Paper 2- 97, March 14. Clark Hill Dam, Savannah River, South 1954. "Analysis of Model and Prototype Carolina and Georgia, Tech. Memo. Data for Hydraulic Design Criteria" 2-229, Feb. 1947; U. S. Army Corps of Engrs., Waterways Ex­ 15 . Columbia Dam. Chattahoochee River, periment Station, Misc. Paper 2-154, March Alabama and Georgia, Tech. Rec. 2-578, 1956. "Cavitation at Baffle Piers" Oct. 1961; U. S. Army Corps of Engrs., Waterways Ex­ 16 . Conchas Dam, Tech. Paper 105-1, July periment Station, Misc. Paper 2- 234, Aug. 1936; 1957, "Field Investigations of Spillways and 17. Conemaugh Dam, Conemaugh River, Outlet Works" Pennsylvania, Tech. Memo. 2-272, Apr. U. S. Army Corps of Engrs., Waterways Ex­ 1949; periment Station, Misc. Papers 2- 374-1 and 18. Delaware Dam, Olentangy River, Ohio, 2-374- 2, Feb. 1960 and Nov. 1961, "Floods Tech. Memo. 205- 1, Feb. 1944; HY 4 SPILLWAY REFERENCES 135

19. Denison Dam, Red River, Tech. Memo. Tech. Report N-2-447, Report 1, Dec. 177-1, Dec. 1941; 1956, 18 pp., 85 plates; 20. Detroit Dam, North Santiam River, Ore­ 47. Osceola Dam, Osage River, Missouri, gon, Tech. Memo. 2-260, Sept. 1948; Tech. Memo. 2-261, Oct. 1948; Tech. Memo. 2-302, Oct. 1949; 48. Philpott Dam, Smith River, Virginia, 21. Dewey Dam, Johns Creek, Kentucky, Tech. Memo. 2-321, Dec. 1950; Tech. Memo. 191-1, Dec. 1942; 49. Pike Island Locks and Dam, Ohio River, 22. Dillon Dam, Licking River, Ohio, Tech. Ohio and West Virginia, T. R. 2-586, Memo. 2-264, Nov. 1948; Dec. 1961; 23. East Branch Reservoir, Clarion River, 50. Pine Flat Dam, Kings River, California, Pennsylvania, Tech. Memo. 2-325, July Tech. Memo. 2-375, Dec. 1953; 1951; 51. Possum Kingdom Dam, Tech. Memo. 24. Enid Dam, Yocona River, Mississippi, 111-1, Oct. 1936 (restricted distribu­ Tech. Memo. 2-223, March 1947; tion); Tech. Memo. 111-2, Nov. 1936; 25. Eufaula Dam, Canadian River, Oklahoma, Tech. Memo. 111-3, Jan. 1937; T. R. 2-575, 1961; 52. St. Lucie Canal, Martin County, Florida, 26. Folsom Dam, American River, Califor­ Tech. Memo., paper 14, Sept. 1933; nia, Tech. Memo. 2-369, Aug. 1953; 153-1, June 1939; 27. Fort Gibson Dam, Grand River, Okla­ 53. Santee River barn, Tech. Memo. 168-1, homa. Tech. Memo. 2-228, Jan. 1947; Aug. 1940; Tech. Memo. 192-1, Jan. 1943; 54. Sardis Dam, near Sardis, Mississippi, 28. Fort Randall Dam, Missouri River, South Tech. Memo. 132-1, May 1938; 132-2, Dakota, Tech. Memo. 2-528, Oct. 1959; May 1938; 29. Garrison Dam, Missouri River, North 55. Savage River Dam, Savage River, Mary­ Dakota, Tech. Memo. 2-431, March 1956; land, Tech. Memo. 2-378, Jan. 1954; 30. Gavins Point Dam, Missouri River, Neb­ 56. Stewarts Ferry Dam, Stones River, Ten­ raska, Tech. Memo. 2-404, May 1955; nessee, Tech. Memo. 2-239, Sept. 1947; 31. Genegantslet Dam, Genegantslet Creek, 57. Table Rock Dam, White River, Missouri, New York, Tech. Memo. 2-351, Oct. Tech. Memo. 2-504, June 1959, Powell, 1952; C. J., and Brasfield, C. W. ; 32. Great Salt Plains Dam, Tech. Memo. 58. Townsend Dam and Reservoir, West 148-1, Dec. 1938; River, Vermont, Tech. Memo. 2-498 33. Greenup Locks and Dam, Ohio River, (Tech. Report 2-497), April 1959, Bucci, Kentucky and Indiana, T. R. 2-572, 1961; D. R., Murphy, T. E., and Brown, F . R.; 34. Harlan County Dam, Republican River, 59. Wappapello Dam, Tech. Memo. 146-1, Nebraska, Tech. Memo. 2-236, Sept. Oct. 1938; 1947; 60. Warrior Dam, Warrior River, Alabama, 35. Hartwell Dam, Savannah River, Georgia, Tech. Memo. 2-485, July 1958; Tech. Memo. 2-393, Aug. 1954; 61. Whitney Dam, Brazos River, Texas, 36. Jackson Dam, Tombigbee River, Ala­ Tech. Memo. 2-263, Oct. 1948; bama, Tech. Memo. 2-531, Jan. 1960; 62. Wolf Creek Dam, Cumberland River, 3 7. Jim Woodruff Dam, Apalachicola River, Kentucky, Tech. M~mo. 201-1, Jan. 1944; Florida, Tech. Memo. 2-340, Vicksburg, U. S. Army Corps of Engrs., Waterways Ex­ Miss., May 1952; periment Station, Misc. Paper 2-266, April 38. Markland Locks and Dam, Ohio River, 1958, "Prototype Spillway Crest Pressures, Kentucky and Indiana, T. R. 2-566, 1961; Chief Joseph Dam, Columbia River, Wash­ 39. John Martin (Caddoa) Dam, Arkansas ington" River, Tech. Memo. 166-1, Dec. 1940; U. S. Army Corps of Engrs., Waterways Ex­ 40. Maxwell and Opekiska Locks and Dams, periment Station, Tech. Memo. 2-511, June Monongahela River, Pennsylvania and 1959, "Prototye Tests of Spillway Crest and West Virginia, T. R. 2-579, Oct. 1961; Flip Bucket, Pine Flat Dam, Kings River, 41. McGee Bend Dam, Angelina River, Tex­ California11 as, Misc. Paper 2-264, April 1958; U. S. Army Corps of Engrs., Waterways Ex­ 42. Narrows Dam, Little Missouri River, periment Station, Tech. Memo. 2-364, June Arkansas, Tech. Memo. 209-1, Oct. 1953, "Roughness Standards for Hydraulic 1944; Models: Report No. 1, Study of Finite Bound­ 43. New Cumberland Locks and Dam, Ohio ary Roughness in Rectangular Flumes" River, West Virginia, T. R. 2-585, Nov. U. S. Army Corps of Engrs., Waterways Ex­ 1961; Tech. Memo 2-386, July 1954; periment Station, Misc. Ppaer 2-283, Aug. 44. Norfork Dam, North Fork River, Arkan­ 1958, "The Value of Prototype Tests to sas, 1ech. Memo. 2-387, June 1954; Hydraulic Design" Tech. Mel)lo. 2-389, July 1954; Sponsored by United States Committee of In­ 45. Old River Overbank Structure, Tech. ternational Commission on Large Dams (ed­ Report N-2-491, Feb. 1959, 15 pp., by ited by T. W. Mermal) , "Register of Dams in C. J. Powell; the United States," McGraw-Hill Book Co., 46. Old River Low-Sill Control Structure, Inc., 1958, 429 pp. illus. (reference also 136 July, 1963 HY 4

listed under Mermal, T. W.) U. S. Department of the Interior, Bureau of U. S. Department of the Interior, Bureau of Reclamation, Nov. 1957, "Guide for Com­ Reclamation, Report No. Hyd. -445, 1960, puting Water Surface Profiles" "Baffled Chutes for Canal or Spillway Drops" U. S. Department of the Interior, Bureau of U. S. Department of the Interior, Bureau of Reclamation, 1952, "Heart Butte Dam. Tech­ Reclamation, Part IV Design and Construc­ nical Record of Design and Construction" tion, Bulletin 3: Diversion, outlet and spillway U. S. Department of the Interior. Bureau of s tructures; Part VI Hydraulic Investigations, Reclamation, uHungry Horse Dam and Power Bulletin 1: Model studies of spillways, Bul­ Plant, Technical Record of Design and Con­ letin 3: Studies of crests for overfall dams, struction11 1948, "Boulder Canyon Project Reports" U. S. Department of the Interior, Bureau of U. S. Department of the Interior, Bureau of Reclamation, Engineering Monograph No. 25, Reclamation, 1957, "Boysen Dam and Power 1958, Second Edition, 1963, "Hydraulic De­ P lant, Technical Record of Design and Con­ sign of Stilling Basins and Bucket Energy struction" Dissipators" U. S. Department of the Inte rior, Bureau of U. S. Department of the Interior, Bureau of Reclamation, 1959, "Cachuma Dam, Tech­ Reclamation, 11th Edition, "Hydraulic and nical Record of Design and Construction" Excavation Tables 11 U. S. Department of the Interior, Bureau of U. S. Department of the Interior, Bureau of Reclamation, "Canyon Ferry Dani and Power Reclamation, Engineering Monograph No. 18, P lant, Technical Record of Design and Con­ March 1953, "Hydraulic Laboratory Prac­ struction" tice" U. S. Department of the Interior, Bureau of "Hydraulic Model Studies of Spillways By: U. S. Reclamation, 1955, "Cedar Bluff Dam, Tech­ Dept. of Interior, Bureau of Reclamation" nical Record of Design and Construction11 (unpublished reports; copies available on U. S. Department of the Interior , Bureau of loan only) Reclamation (Conducted by USER for Denver 1. Alamogordo Dam, Carlsbad, New Mex­ District, U. S. Army Corps of Engrs.), Un­ ico, Lab. Report Hyd-243, May 1948; numbered report, July 1944, "Cherry Creek 2. Alamogordo Dam Enlargement, Carls­ Dam and Reservoir, Cherry Creek and Trib­ bad, New Mexico, Lab. Report Hyd-416, utaries, Colorado, Report of Model Studies, Dec. 1956; Spillways and Stilling Basin" 3. Anchor Dam, Missouri River Basin, U. S. Department of the Interior, Bureau of Wyoming, Lab. Report Hyd-289. Feb. Reclamation, Volume II , Dams and reser­ 1951; voirs, and Volume III , Waterways, 1957 , 4 . Anchor Dam, Missouri River Basin. "Colorado Big Thompson Project, Technical Wyoming, Lab. Report Hyd- 437 , May Record of Design and Construction" 1957; U. S. Department of the Interior, Bureau of 5. Anderson Ranch Dam, Boise. Idaho, Reclamation, Third Edition. 1954, "Dams Lab. Report Hyd-217, Nov . 1946; and Control Works" 6. Angostura Dam, Missouri River Basin, U. S. Department of the Interior, Bureau of South Dakota, Lab. Report Hyd-192, Reclamation, 1955, "Davis Dam and Power Jan. 1946; Plant, Technical Record of Design and Con­ 7. Bhakra Dam, Punjab, India, Lab. Report struction" Hyd-210, Oct. 1946; U. S. Department of the Interior. Bureau of 8. Bhakra Dam. Punjab, India. Lab. Report Reclamation, U. S. Government Printing Hyd-367. Jan. 1953; Office, 1960, 611 pp., illus. , "Design of Small 9. Boca Dam. Truckee Storage. Nevada­ Dams 11 California. Lab. Report Hyd-225, Dec. U. S. Department of the Interior, Bureau of 1946; Reclamation, Engineering Monograph No. 9, 10 . Bonny Dam, Missouri River Basin. Colo­ 1952 (by J. N. Bradley), "Discharge Coef­ rado. Lab. Report Hyd-331. .Jan . 1952; ficients for Ir r egular Overfall Spillways" 11. Boysen Dam, Missouri River Basin, U. S: Department of the Interior, Bureau of Wyoming, Lab. Repor t Hyd-212 , Jan. Reclamation, "Eklutna Dam and Power P lant, 1952; Technical Record of Design and Construction" 12. Cachuma Dam, Cachuma, Californi a, U. S. Department of the Interior, Bureau of Lab. Report Hyd-354, Jan. 1954; Reclamation, 1958, "Enders Dam, Technical 13. Canyon Ferry Dam, Missouri River Record of Design and Construction" Basin, Montana, Lab. Report Hyd-197, U. S. Department of the Interior, Bureau of March 1946; Reclamation, Engineering Monograph No. 7, 14. Capilano Dam, British Columbia, Cana­ 1951 (By J. N. Bradley and L. R. Thompson), da, Lab. Report Hyd-222,, Dec. 1946; "Friction Factors for Large Conduits Flowing 15. Cascade Dam, Boise, Idaho, Lab. Report Full" Hyd-234, Nov. 1947; U. S. Department of the Interior , Bureau of 16. Casitas Dam, Ventura River, California, Reclamation, 1961, "Glendo Dam and Power Lab. Report Hyd-404, Dec. 1955; Plant, Technical Records of Design and 17. Cedar Bluff Dam, Missouri River Basin. Construction" Kansas, Lab. Report Hyd-330. Jan. 1952; HY4 SPILLWAY REFERENCES 137

18. Cleveland Dam, Greater Vancouver Wa­ 46. Olympus Dam, Colorado-Big Thompson, ter District, British Columbia, Lab. Colorado, Lab. Report Hyd-278, April Report Hyd-369, May 1953; 1952; 19. Davis Dam, Parker-Davis, Arizona, Ne­ 47. Owyhee Dam, Owyhee, Oregon-Idaho, vada, Lab. Report Hyd- 169, April 1945; Lab. Report Hyd-159, Nov. 1944; 20. Davis Dam, Parker-Davis, Arizona, Ne­ 48. Palisades Dam, Palisades, Idaho, Lab. vada, Lab. Report Hyd-232, July 1947; Report Hyd-350, June 1956; 21. Davis Dam, Parker-Davis, Arizona, Ne­ 49. Paonia Dam, Paonia, Colorado, Lab. vada, Lab. Report Hyd-255, Jan. 1949; Report Hyd-444, June 1959; 22. Deer Creek Dam, Missouri River Basin, 50. Prineville Dam, Crooked River, Oregon, utah, Lab. Report Hyd-215, Nov. 1946; Lab. Report Hyd-452, June 1959; 23. Dickinson Dam, Missouri River Basin, 51. Robles Diversion Dam, Ventura River, North Dakota, Lab. Report Hyd-267, California, Lab. Report Hyd-427, Nov. Dec. 1949; 1956; 24. Elephant Butte Dam, Rio Grande, New 52. Ross Dam, City of Seattle, Washington, Mexico, Lab. Report Hyd-173, June 1945; Lab. Report Hyd-207, Aug. 1946; 25. Enders Dam, Missouri River Basin, 53. Ross Dam, City of Seattle, Washington, Nebraska, Lab. Report Hyd-252, Dec. Lab. Report Hyd-375, June 1953; 1948; 54. Sanford Dam, Canadian River, Texas, 26. Falcon Dam, Falcon, Texas, Mexico, Lab. Report Hyd-49i, Dec. 1962; Lab. Report Hyd-276, July 1950; 55. Scofield Dam, Scofield, utah, Lab. Re­ 27. Fontenelle Dam, Seedskadee, Wyoming, port Hyd-160, Dec. 1944; Lab. Report Hyd-486, F eb. 1962; 56. Shadehill Dam, Missouri River Basin, 28. Fresno Dam, Milk River, Montana, Lab. South Dakota, Lab. Report Hyd-329, Report Hyd-177, July 1945; Jan. 1952; 29. Glen Ann Dam, Cachuma, California, 57. Shadow Mountain Dam, Colorado-Big Lab. Report Hyd-360, March 1953; Thompson, Colorado, Lab. Report Hyd- 30. Glen Canyon Dam, Colorado River Stor­ 162, J2J1. 1945; age, Arizona, utah, Lab. ReportHyd-469; 58. Sherburne Lake Dam, Milk River, Mon­ 31. Gorge High Dam, Skagit Project, Wash­ tana, Lab. Report Hyd-454, Aug. 1959; ington, Lab. Report Hyd-403 , Sept. 1955; 59. Sly Park Dam, Central Valley, Califor­ 32. Grassy Lake Dam, Upper Snake River, nia, Lab. Report Hyd-370, May 1953; Idaho, Lab. Report Hyd-226, Dec. 1946; 60. Stewart Mountain Dam, Salt River, Ari­ 33 . Green Mountain Dam, Colorado-Big zona, Lab. Report Hyd-247 , Sept. 1948; Thompson, Colorado, Lab. Report Hyd- 61. Tiber Dam, Missouri River Basin, Mon­ 229, Feb. 1947; tana, Lab. Report Hyd-288, March 1952; 34. Heart Butte Dam, Missouri River Basin, 62. Tieton Dam, Yakima, Washington, Lab. North Dakota, Lab. ReportHyd-326, Jan. Report, Hyd-343, July 1952; 1952; 63. Trinity Dam, Central Valley, California, 35. Heart Butte Dam, Missouri River Basin, Lab. Report Hyd-447, April 1960; North Dakota, Lab. Report Hyd-332, 64. Trinity Dam, Central Valley, California, June 1952; Lab. Report Hyd-467, Aug. 1960; 36. Horseshoe Dam, Salt River, Arizona, 65. Unity Dam, Burnt River, Oregon, Lab. Lab. Report Hyd-248, Oct. 1948; Report Hyd-211, Oct. 1946; 37. Horse Mesa Dam, Salt River, Arizona, 66 . Webster Dam, Missouri River Basin, Lab. Report Hyd-249, Nov. 1948; Kansas, Lab. ReportHyd-390, Nov. 1954; 38. Hungry Horse Dam, Hun gry Horse, Mon­ 67. Willow Creek Dam, Colorado-Big tana, Lab. Report Hyd-355, April 1954; Thompson, Colorado, Lab. Report Hyd- 39. Keyhole Dam, Missouri River Basin, 356, June 1954; Wyoming, Lab. Report Hyd-271, Jan. 68. Wu-Sheh Dam, Taiwan, China, Lab. Re­ 1952; port Hyd-430, Feb. 1957; 40. Kartes Dam, Missouri River Basin, 69. Yanhee Dam, Yanhee, Thailand, Lab. Wyoming, Lab. Report Hyd-206, Aug. Report Hyd-428, June 1957; 1946; 70. Yellowtail Dam, Missouri River Basin, 41. Medicine Creek Dan1, Missouri River Montana, Wyoming, Lab. Report Hyd- Basin, Nebraska, Lab. Report Hyd-279, 414, Aug. 1961 (preliminary); July 1950; 71. Yellowtail Dam, Missouri River Basin, 42. Moon Lake Dam, Moon Lake, utah, Montana, Wyoming, Lab. Report Hyd- Lab. Report llyd-158, Oct. 1944; 483 (final studies) 43. Navajo Dam, Colorado River Storage, U. S. Department of the Interior, Bureau of Colorado, New Mexico, Lab. Report Reclamation, "Jamestown Dam, Technical Hyd- 458, Nov. 1961; Record of Design and Construction" 44. Nimbus Dam. Central Valley, California, U. S. Department of the Interior, Bureau of Lab. Report Hyd-431, June 1957; Reclamation, {/Kartes Dam and Power Plant, 45. Ochoco Dam, Deschutes, Oregon, Lab. T echnical Record of Design and Construc­ Report Hyd- 339, F eb. 1953; tion" l 138 July, 1963 HY4

U. S. Department of the Interior, Bureau of U. S. Tennessee Valley Authority, Technical Reclamation, 1955, "Medicine Creek Dam, Report No. 6, 451 pp., 97 illus. , 1942, "The Technical Record of Design and Construc­ Chicamauga Project" tion" U. S. Tennesse Valley Authority, Civil Engi­ U. S. Department of the Interior, Bureau of neering, Vol. 13, 1943, "The Design of Reclamation, "Monticello Dam, Technical Recent TVA Projects," II General Design, Record of Design and Construction" p. 165; Rich, G. R., III Watts Bar and Ft. U. S. Department of the Interior, Bureau of Loudoun, p . 204; Munda!, Torald, IV Ken­ Reclamation, 1960, "Nimbus Dam, Power tucky Project, p . 257; Weileman, E. H., Plant, and Fish Hatchery, Technical Records V Fontana Project, p. 305; Davis, C. V. , of Design and Construction'' Meyer, A. A., VI Cherokee and Douglas, U. S. Department of the Interior, Bureau of p. 373; Nowell, J. C., VII Chatuge andNottely Reclamation, 1954, "O'Sullivan Dam, Tech­ Projects, p. 413; Dickinson, M. L., VIII nical Records of Design and Construction" Apalachia and Ocoee No. 3, p. 465; Goodhue, U. S. Department of the Interior, Bureau of H. W., et al. Reclamation, 1961 , "Palisades Dam and Pow­ U. S. Tennessee Valley Authority, Technical er Plant, Technical Records of Design and Report No. 24, Vol. 1, 1952, "Design of TVA Construction" Projects, Vol. 1: Civil and Structural De­ U. S. Department of the Interior, Bureau of sign" Reclamation, 1954, "Platero Dam, Technical U, S. Tennessee Valley Authority, Technical Record of Design and Construction" Report No. 10, 438 pp., 158 illus. , 1948, U, S. Department of the Interior, Bureau of "The Douglas Project" Reclamation, 1961, "Reclamation Project U. S. Tennessee Valley Authority, Technical Data" Report No. 12, 695 pp., 251 illus., 1949, U. S. Department of the Interior , Bureau of "The Fontana Project" Reclamation, 1962, "Rogue River Basin Proj­ U. S. Tennessee Valley Authority, Technical ect, Technical Records of Design and Con­ Monograph No. 68, 1953, 384 pp., "Fontana struction (includes Howard Prairie Dam, Project Hydraulic Model Studies" Keene Creek Dam and Emigrant Dam) " U. S. Tennessee Valley Authority, Technical U. S. Department of the Interior, Bureau of Report No. 11, 521 pp., 187 illus., 1949, Reclamation, Engineering Monograph No. 16 , "The Fort Loudoun Project" 1954 (by A. J. Peterka), "Spillway Tests U. S. Tennessee Valley Authority, Technical Confirm Model-Prototype Conformance" Monograph No. 87, 1960, " Fort Patrick U. S. Department of the Interior, Bureau of Henry Project Hydraulic Model Studies" Reclamation, Report No. Hyd-409, 1956, U. S. Tennessee Valley Authority, Technical "Stilling Basin Performance Studies-An Aid Report No. 4, 423 pp. , 113 illus., 1941, in Determining Riprap Sizes" "The Guntersville Project'' U. S. Department of the Interior, Bureau of U. S. Tennessee Valley Authority, Technical Reclamation, Bulletin 3, Part VI, Hydraulic Report No. 5, Vo l. 1, 367 pp., 116 illus., Investigations, Boulder Canyon Project, Final 1946, "The Hiwassee Project" Reports, 1948, "Studies of Crests of Overfall U. S. Tennessee Valley Authority, Technical Dams" Report No. 13, 877 pp., 307 illus., 1950, U. S. Department of the Interior, Bureau of "The Kentucky Project" Reclamation, Hyd. Lab. Report No. 182, U. S. Tennessee Valley Authority, Technical 1945 (by J . N. Bradley), "Studies of Flow Report No. 1, 840 pp., 375 illus. , 1939, Characteristics, Discharge and Pressures "The Norris Project" Relative to Submerged Dams" U. S. Tennessee Valley Authority, Technical U. S. Department of the Interior, Bureau of Report No. 3, 431 pp., 114 illus., 1941, Reclamation, 1961, "Tiber Dam, Technical "The Pickwick Landing Project" Records of Design and Construction" U, S. Tennessee Valley Authority, Technical U. S, Department of the Interior, Bureau of Report No. 14 (1957), "The Upper Holston Reclamation, 1957, "Trenton Dam, Technical Projects" Record of Design and Construction 11 U. S. Tennessee Valley Authority, Technical U, S, Department of the Interior, Bureau of Report No. 9, 545 pp., 215 illus. , 1948, Reclamation, U. S. Government Printing Of­ "The Watts Bar Project" fice, May 1953, "Water Measurement Manual'' U. S. Tennessee Valley Authority, Technical U. S. Tennessee Valley Authority, Technical Report No. 2, 362 pp. , 147 illus., 1940, Report No. 5, Vol. 2, 749 pp., 284 illus., "The Wheeler Project" 1947, "The Apalacia, Ocoee No. 3, Nottely Vennard, J. K., et al, "Cavitation in Hydraulic and Chatuge Projects" Structures: A Symposium," Trans. ASCE, U, S. Tennessee Valley Authority, Technical Vol. 112, paper No. 2295 (1947) Monograph No . 74-1954, "Boone Project Vennard, J. K. , and Weston, R. F. , /(Sub­ Hydraulic Model Studies" mergence Effect on Sharp- Crested Weirs, " U. S. Tennessee Valley Authority, Technical Engrg. News-Record, Vol. 130 (1943), p. 814, Report No. 7, 411 pp. , 138 illus., 1946 Vol. 131, p, 187 "The Cherokee Project" Villemonte, J. R. , "Submerged Weir Discharge HY 4 SPILLWAY REFERENCES 139

Studies," Engrg. News-Record, V 139, n 26, Wiley. A. J., "High Dams-A Symposium." Dec. 25, 1947, p. 866-9 Trans. ASCE Vol. 95, 1931, p. 129 Viparelli, M., "Fast Water Flow in Steep Williams, G. S., and Hazen, A., "Hydraulic Channel," IAHR Proceedings 7th, Lisbon Tables, 1933, 115 pp. 1957 Williamson, J., "Round- Crest, Siphon and Trum­ Vitols, A., "Vacuumless Dam Profiles," Was­ pet Shaft Spillways," 4th Congress on Large sercraft und Wasserwirtschaft, Vol. 31, 1936. Dams (Great Britain), Vol. II, 1951, p. 267- Transl. by E. F. Wilsey, USER Report No. 299 HYD-22 Woodward, S. M., and Posey, C. J. , "Steady Walton, J., "Flashboards Release Flood Like Flow in Open Channels, n John Wiley & Sons, 'House of Cards' (Belton Dam)," Elect. Inc., New York, 1941 World V 115 n 8, Feb. 22, 1941, p. 51 and Worcester Polytechnic Inst., conducted for U.S. 124 Army Corps of Engrs., New England Divi­

Warnock, J. E. 1 "Experiments Aid in Design sion, June 1938, "Report of Hydraulic Model at Grand Coulee," Civil Engineering, Vol. 6, Tests of Spillway, Knightville Dam, West­ 1936, p . 737 field River, Knightville, Mass.ii Warnock, J. E., "Spillways and Energy Dis­ Worcester Polytechnic Inst., conducted for U.S. sipators," Proceedings of Hydraulics Con­ Army Corps of Engrs., New England Divi­ ference, State Univ. of Iowa, p. 142-159, sion, June 1938, "Report of Hydraulic Model March 1940 Tests of Spillway, Surry Mountain Dam, Warnock, J. E .. Dewey, H. J ., Jr., et al., Ashuelot River, Surry, N. H. 11 "Conformity Between Model and Prototype," Worcester Polytechnic Inst., conducted for U.S. Trans. ASCE Vol. 109, p. 3 (1944) Army Corps of Engrs., New England Divi­ Webster, M. J., "Spillway Design for Pacific sion, May 1938, "Report of Hydraulic Model Northwest Projects," ASCE Hyd. Div. Jour­ Tests of Spillway, Union Village Dam, Om­ nal, p. 63-85, Aug. 1959 pompanoosuc River, Union Village, Vermont" Weileman, E. H. , " The Design of Recent TVA Wright, C. A., and Betts, C. A., "Flash-Board Projects IV Kentucky Project," Civil Engi­ Pins," Trans. ASCE Vol. 105, 1940 neering, Vol. 13 , 1943, p. 257 Zaky, H. , "Model Experiments on Gebel Aulia Wen-Hsiung, Li, "C riteria for Similitude of Dam," Instn. Civ. Engrs. J V 16 n 7, June Scour Below Hydraulic Structures," !AHR 1941. p. 351-3 Proceedings 6th, The Hague 1955 KEY WORDS: bibliography; cavitation; crest gates; hydraulics; models; spillways ABSTRACT: The Task Force on Hydraulic Design of Spillways of the Committee on Hydraulics has prepared a selected bibliography on the hydraulic design of spillways. The bibliography is limited to material of primary value and lists only carefully se­ lected articles that are current and useful in present design. The references are listed 1 alphabetically, and a subject index cross-referenced by authors is also provided. REFERENCE: "Bibliography on the Hydraulic Design of Spillways," Progress Report of the Task Force on Hydraulic Design of Spillways of the Committee on Hydraulic Structures of the" Hydraulic Division, Journal of the Hydraulics Division, ASCE, Vol. 89, No. HY4, Proc. Paper 3573, July, 1963, pp. 117-139.