Discharge Efficiency of Reservoir-Application-Specific Labyrinth WeirsCROOKSTON, B. M; TULLIS, B. P.Journal of irrigation and drainage engineering. 2012, Vol 138, Num 6, pp 564-568, issn 0733-9437, 5 p.Article

Staged Labyrinth Weir HydraulicsDABLING, M. R; TULLIS, B. P; CROOKSTON, B. M et al.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 11, pp 955-960, issn 0733-9437, 6 p.Article

Labyrinth Weirs: Nappe Interference and Local SubmergenceCROOKSTON, B. M; TULLIS, B. P.Journal of irrigation and drainage engineering. 2012, Vol 138, Num 8, pp 757-765, issn 0733-9437, 9 p.Article

New Theoretical Solution of the Stage-Discharge Relationship for Sharp-Crested and Broad WeirsFERRO, V.Journal of irrigation and drainage engineering. 2012, Vol 138, Num 3, pp 257-265, issn 0733-9437, 9 p.Article

Comparison of Piano Key and Rectangular Labyrinth Weir HydraulicsANDERSON, R. M; TULLIS, B. P.Journal of hydraulic engineering (New York, N.Y.). 2012, Vol 138, Num 4, pp 358-361, issn 0733-9429, 4 p.Article

NOUVEAU PROCEDE DE FONDATION EN LIT DE RIVIERE: APPLICATION AU BARRAGE DE DENOUVALAUBERT J.1981; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1981; NO 394; PP. 2-20; ABS. ENG/GER/SPAArticle

Arced Labyrinth WeirsCROOKSTON, B. M; TULLIS, B. P.Journal of hydraulic engineering (New York, N.Y.). 2012, Vol 138, Num 6, pp 555-562, issn 0733-9429, 8 p.Article

Piano Key Weir Submergence in Channel ApplicationsDABLING, M. R; TULLIS, B. P.Journal of hydraulic engineering (New York, N.Y.). 2012, Vol 138, Num 7, pp 661-666, issn 0733-9429, 6 p.Article

Discharge Coefficients for Baffle-Sluice GatesMISHRA, P. K; BREVIS, Wernher; LANG, Cornelia et al.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 4, pp 336-340, issn 0733-9437, 5 p.Article

Hydraulic Performance of Asymmetric Labyrinth Side Weirs Located on a Straight ChannelPARVANEH, A; BORGHEI, S. M; JALILI GHAZIZADEH, M. R et al.Journal of irrigation and drainage engineering. 2012, Vol 138, Num 8, pp 766-772, issn 0733-9437, 7 p.Article

Analytical and Experimental Investigation of a Side-Weir Detention Basin in Flood-Level Reduction in the Main ChannelUN JI; SEOJUN IM; BYUNGMAN OON et al.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 8, pp 663-671, issn 0733-9437, 9 p.Article

V-Shaped Multislit WeirsRAMAMURTHY, A. S; KAI, J; HAN, S. S et al.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 7, pp 582-585, issn 0733-9437, 4 p.Article

Field Calibration of Weirs Using Partial Volumetric Flow MeasurementsSOULIS, Konstantinos X; DERCAS, Nicholas.Journal of irrigation and drainage engineering. 2012, Vol 138, Num 5, pp 481-484, issn 0733-9437, 4 p.Article

AERATION AT HIGH VELOCITY FLOWSDE S PINTO NL; NEIDERT SH; OTA JJ et al.1982; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1982; VOL. 34; NO 3; PP. 42-44; BIBL. 8 REF.Article

Discharge characteristics of skew weirsSWAMEE, Prabhata K; OJHA, Chandra Shekhar P; MANSOOR, Talib et al.Journal of hydraulic research. 2011, Vol 49, Num 6, pp 818-820, issn 0022-1686, 3 p.Article

PREDICTING CAVITATION IN TUNNEL SPILLWAYS = PREVISION DE LA CAVITATION DANS DES DEVERSOIRS DE TUNNELFALVEY HT.1982; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1982; VOL. 34; NO 8; PP. 13-15; BIBL. 6 REF.Article

BARRAGENS DE ENROCAMENTO GALGAVEIS. = BARRAGES EN ENROCHEMENT SUBMERSIBLEDOS SANTOS L.1977; LAB. NACION. ENERGIA CIV., MEM.; PORTUG.; DA. 1977; NO 481; PP. 1-69; H.T. 1; ABS. ANGL.; BIBL. 1 P. 1/2Serial Issue

New Solution Method for Water Surface Profile along a Side Weir in a Circular ChannelVATANKHAH, Ali R.Journal of irrigation and drainage engineering. 2012, Vol 138, Num 10, pp 948-954, issn 0733-9437, 7 p.Article

Effect of Weir Face Angles on Circular-Crested Weir FlowSCHMOCKER, Lukas; HALLDORSDOTTIR, Berglind R; HAGER, Willi H et al.Journal of hydraulic engineering (New York, N.Y.). 2011, Vol 137, Num 6, pp 637-643, issn 0733-9429, 7 p.Article

Parapet Wall Effect on Piano Key Weir EfficiencyMACHIELS, O; ERPICUM, S; ARCHAMBEAU, P et al.Journal of irrigation and drainage engineering. 2013, Vol 139, Num 6, pp 506-511, issn 0733-9437, 6 p.Article

Experiments on Discharge Equations of Compound Broad-Crested WeirsJAN, Chyan-Deng; CHANG, Chia-Jung; KUO, Feng-Hao et al.Journal of irrigation and drainage engineering. 2009, Vol 135, Num 4, pp 511-515, issn 0733-9437, 5 p.Article

Multislit weir characteristicsRAMAMURTHY, A. S; JUNYING QU; CHAO ZHAI et al.Journal of irrigation and drainage engineering. 2007, Vol 133, Num 2, pp 198-200, issn 0733-9437, 3 p.Article

FUTHER DEVELOPMENT AND VALIDATION OF THE PROSOCIAL BEHAVIOUR QUESTIONNAIRE FOR USE BY TEACHERSWEIR K; DUVEEN G.1981; J. CHILD PSYCHOL. PSYCHIATRY ALLIED DISCIP.; ISSN 0021-9630; GBR; DA. 1981; VOL. 22; NO 4; PP. 357-374; BIBL. 20 REF.Article

Broad-crested weirs with rectangular compound cross sectionsGÖGÜS, M; DEFNE, Z; ÖZKANDEMIR, V et al.Journal of irrigation and drainage engineering. 2006, Vol 132, Num 3, pp 272-280, issn 0733-9437, 9 p.Article

THE STORM-SURGE BARRIER IN THE OOSTERSCHELDE = BARRIERE CONTRE LES EAUX D'ORAGE DANS L'ESCAUT DE L'EST1979; GEOL. EN MIJNBOUW; NLD; DA. 1979; VOL. 58; NO 4; PP. 459-462Article