Transactions of the American Society of Civil Engineers - v. 93, n. 1 (1929)

Published:	1929

Author(s)	Title	Page(s)
Black, W. M.	Advances in Waterways Engineering During A Half Century	191-213
Howell, C. H. / Jaquith, A. C.	Analysis of Arch Dams by the Trial Load Method	1191-1225
Steele, I. C. / Monroe, R. A.	Baffle-Pier Experiments on Models of Pit River Dams	451-480
Morgan, Arthur E.	The Basis of the Case against Reservoirs for Mississippi Flood Control	737-754
Wilson, Alexander	The Conowingo Hydro-Electric Development on the Susquehanna River	970-978
Oesterblom, I.	Continuous Beams over Three Spans	1367-1383
Boggs, F. C.	The Delaware River from Philadelphia to the Sea	218-245
Woodward, Sherman M. / Nagler, Floyd A.	The Effect of Agricultural Drainage Upon Flood Run-Off	821-839
Marston, Anson	Engineering and Engineering Educations Address at the Annual Convention at Milwaukee, Wis., July 10, 1929	1736-1744
Jadwin, Edgar	Flood Control with Special Reference to the Mississippi River: Introduction	657-658
Garsaud, Marcel	The Flood Problem of New Orleans, Louisiana	782-790
McCarthy, F.	Forest Cover as a Factor in Flood Control	716-723
von Heidenstam, A. V. Hugo	The Great Yangtze Bar	102-119
Grunsky, C. E.	The Head-Works of the Imperial Canal	262-266
Eiffert, C. H.	Hydraulic Studies and Operating Results on the Miami Flood Control System	1583-1601
de B. Parsons, H.	Hydrostatic Uplift in Pervious Soils	1317-1332
Godfrey, Stuart C.	Improvement of Navigation In Relation to Flood Control	762-781
Coleman, J. F.	Levees as a Means of Flood Control for the Mississippi River	755-761
Sutherland, R. A.	Load Distribution in High Arch Dams	1623-1665
Reed, Oren	Maximum Flood Discharge in San Joaquin Valley, California	406-430
Horwege, Alvin A.	Methods Used in the Construction of Twelve Pre-Cast Concrete Segments for the Alameda County, California, Estuary Subway	547-564
Sherzer, Allen F.	New Theory for the Centrifugal Pump	1-29
Gregory, John H. / Hoover, C. B. / Cornell, C. B.	The O’Shaughnessy Dam and Reservoir	1428-1492
Scheidenhelm, F. W.	Power as Affecting Flood Control	815-820
Schoder, Ernest W. / Turner, Kenneth B.	Precise Weir Measurements	999-1110
Frankenfield, H. C.	Rainfall Characteristics of the Mississippi Drainage Basin	675-689
Lee, W. S.	Re-Designing Catawba Station for Service on a Large Transmission Systems	127-144
Mead, Elwood	Reclamation as Affecting Flood Control	812-814
Grunsky, C. E.	The Relief Outlets and By-Passes of the Sacramento Valley Flood-Control Project	791-811
Kelly, William	Reservoirs for Mississippi Valley Flood Protection	724-736
Townsend, McC.	Resume of the Mississippi River Flood Problem	659-674
Grover, Nathan C.	Run-Off Characteristics of the Mississippi River Drainage Basin	690-696
Terzaghi, Charles	The Science of Foundations — Its Present and Future	270-301
Taylor, T. U.	Silting of the Lake at Austin, Texas	1681-1689
Hoover, Charles P.	The Treatment of the Water Supply of the City of Columbus, Ohio	1505-1518
Beanfield, R. McC.	Unusual Engineering Features of an Immense Theatre Building	152-181
Hinds, Julian	Upward Pressures under Dams: Experiments by the United States Bureau of Reclamation	1527-1550
Gibbs, George	The Virginian Railway Electrification	571-627
Kutz, C. W.	The Work of the Mississippi River Commission	697-715

Author(s)

Title

Page(s)

Black, W. M.

Advances in Waterways Engineering During A Half Century

191-213

Howell, C. H. / Jaquith, A. C.

Analysis of Arch Dams by the Trial Load Method

1191-1225

Steele, I. C. / Monroe, R. A.

Baffle-Pier Experiments on Models of Pit River Dams

451-480