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USE OF RCC DIAPHRAGM WALLS IN SARDA SAHAYAK PARIYOJNAMOHAN D; MAKOL RL; JAIN RC et al.1975; J. INSTIT. ENGRS (INDIA) CIV. ENGNG DIV.; INDIA; DA. 1975; VOL. 56; NO 1; PP. 7-11; BIBL. 1REF.Article

FIELD RESEARCH IN LARGE DAND BED CHANNELS.MAHMOOD K; TARAR RN.1976; IN: RIVERS 76. SYMP. INL. WATERW. FRO NAVIG. FLOOD CONTROL WATER DIVERSIONS. ANNU. SYMP. 3; FORT COLLINS, COLO; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 2; PP. 1318-1338; BIBL. 1 P. 1/2Conference Paper

LINING OF FEEDER CHANNEL IN SARDA SAHAYAK PROJECT: SOME SPECIAL FEATURESJAIN JC.1978; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; IND; DA. 1978; VOL. 59; NO 1; PP. 10-15Article

EMPLOI DE DISPOSITIFS DE REGULATION DANS DES EQUIPEMENTS D'IRRIGATIONVOLYNOV AM; MARGOLIN M SH.1974; GIDROTEKH. I MELIOR.; S.S.S.R.; DA. 1974; NO 9; PP. 23-29; BIBL. 5 REF.Article

EMPLOI DE REVETEMENTS DANS LES CANAUX D'IRRIGATIONDMITRENKO S; LOS MJ.1976; GOSPOD. WODNA; POLSKA; DA. 1976; VOL. 36; NO 7; PP. 217-220; ABS. RUSSE ANGL.; BIBL. 8REF.Article

DISTRIBUTION D'EAU AUTOMATIQUE DANS LES CANAUX D'IRRIGATIONJURCZUK S.1975; GOSPOD. WODNA; POLSKA; DA. 1975; VOL. 35; NO 7; PP. 226-230; ABS. RUSSE ANGL.; BIBL. 6REF.Article

ECLUSES MOBILES FLEXIBLES ET RIGIDESVELICHKO II.1974; GIDROTEKH. I MELIOR.; S.S.S.R.; DA. 1974; NO 8; PP. 52-55Article

SEEPAGE CHARACTERISTICS OF STABLE CHANNELS.MOHAMMAD AKRAM GIUL.1977; PROC. AMER. SOC. CIV. ENGRS, J. IRRIG. DRAIN. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 95-99; BIBL. 4 REF.Article

MEASUREMENT OF SMALL DISCHARGES THROUGH V-NOTCH WEIRSLEUPOLD N JR; BLOIS RS.1975; WAT. SEWAGE WORKS; U.S.A.; DA. 1975; REFERENCE NUMBER; PP. 148-150Article

CONCEPTION DE CANAUX DE DRAINAGE ET D'IRRIGATIONWSZELACZYNSKI W.1975; GOSPOD. WODNA; POLSKA; DA. 1975; VOL. 35; NO 12; PP. 382-386; ABS. RUSSE ANGL.; BIBL. 3REF.Article

MODEL SCALE AND THE DISCHARGE COEFFICIENT.VARSHNEY DV.1977; WAT. POWER DAM CONSTR.; G.B.; DA. 1977; VOL. 29; NO 4; PP. 48-52; BIBL. 12 REF.Article

CONSTRUCTING SIMPLE MEASURING FLUMES FOR IRRIGATION CANALS = CONSTRUCTION DE RAYERES DE MESURE SIMPLES POUR CANAUX D'IRRIGATIONCLEMMENS AJ; REPLOGLE JA.1980; FARMERS BULL., U.S., DEP. AGRIC.; ISSN 0071-4011; USA; DA. 1980; NO 2268; 13 P.Article

CANALES PARA RIEGO CON PENDIENTES MAYORES QUE LA CRITICA = CANAUX D'IRRIGATION AVEC PENTES PLUS FORTES QUE LA PENTE CRITIQUE1972; RECURS. HIDRAUL.; MEX.; DA. 1972; VOL. 1; NO 4; PP. 383-390; ABS. PORT. FR. ANGLSerial Issue

LA EVOLUCION TECNOLOGICA EN EL APROVECHAMIENTO DE LOS RECURSOS HIDRAULICOS = L'EVOLUTION TECHNOLOGIQUE ET LES AVANTAGES DES RESSOURCES HYDRAULIQUESBENASSINI O.1972; RECURS. HIDRAUL.; MEX.; DA. 1972; VOL. 1; NO 3; PP. 229-237Serial Issue

A FLOW EQUATION FOR SUBMERGED RECTANGULAR WEIRS.ABOU SEIDA MM; QURAISHI AA.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976-12; VOL. 61; PART. 2; PP. 685-696; BIBL. 6 REF.Article

CONTROLE AUX RAYONS GAMMA DE LA QUALITE DES TRAVAUX ET REVETEMENT DANS LES TRAVAUX D'IRRIGATIONLOZOVAYA AP; PAVLOV LS; SINYAKOV VK et al.1975; BETON I ZHELEZOBETON; S.S.S.R.; DA. 1975; NO 7; PP. 12-13Article

AN EXPERIMENTAL STUDY OF SEEPAGE THROUGH PARTIALLY LINED EARTHEN CHANNELSBHAGAVANTAM D.1975; CIV. ENGNG TRANS.; AUSTRAL.; DA. 1975; VOL. 17; NO 2; PP. 77-79; BIBL. 4REF.Article

MODERNISATION DES ANCIENS CANAUX D'ADDUCTIONPOCHET H; CHAUVET RJ.1974; HOUILLE BLANCHE; FR.; DA. 1974; NO 4-5; PP. 373-378Article

STABILITE DU MOUVEMENT DE L'EAU DANS LES CANAUX D'ADDUCTION DES SYSTEMES D'IRRIGATION A FONCTIONNEMNT AUTOMATIQUEHANCU S; RUS E.1974; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROUMAN.; DA. 1974; VOL. 19; NO 3; PP. 431-450Article

FORMACION DE BORDOS CON ARCILLAS EXPANSIVAS = FORMATION DE RIVE AVEC ARGILES EXPANSIVESMUNOZ MARTINEZ J.1973; RECURS. HIDRAUL.; MEX.; DA. 1973; VOL. 2; NO 4; PP. 471-488; H.T. 4; ABS. PORT. FR. ANGLArticle

APPAREILLAGE SEMI-TRACTE D'UN EQUIPEMENT DE NETTOYAGE DE CANAUXAKULININ VS; PESTSOV GV; LEONOVICH EM et al.1973; GIDROTEKH. I MELIOR.; S.S.S.R.; DA. 1973; NO 3; PP. 56-57Serial Issue

APPLICATION OF THERMAL INFRARED IMAGERY TO CANAL LEAKAGE DETECTIONNELLIS MD.1982; REMOTE SENS. ENVIRON.; ISSN 0034-4257; USA; DA. 1982; VOL. 12; NO 3; PP. 229-234; BIBL. 4 REF.Article

DETERMINATION OF CREST HEIGHT FOR SARDA TYPE FALLS.MITTAL MK; RANGA RAJU KG.1977; J. INSTIT. ENGRS (INDIA) CIV. ENGNG DIV.; INDIA; DA. 1977; VOL. 57; NO 6; PP. 289-292; BIBL. 13 REF.Article

SEDIMENT BALANCE METHOD FOR IRRIGATION CANAL DESIGN.SMITH KVH.1977; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1977-06; VOL. 63; PP. 411-425; BIBL. 6 REF.Article

DISCHARGE EQUATIONS FOR HS, H, AND HL FLUMES = EQUATIONS DE DECHARGE DE CANAUX DE HS, H, HLGWINN WR; PARSONS DA.1976; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1976; VOL. 102; NO HY 1; PP. 73-88; BIBL. 3REF.Article

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