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STRUCTURE CINEMATIQUE D'UN ECOULEMENT AU VOISINAGE DE BERGES RENFORCEESKUCHKAROV MM.1980; DOKL. AKAD. NAUK UZ.S.S.R.; SUN; DA. 1980; NO 1; PP. 67-70; BIBL. 2 REF.Article

EFFECT OF BRANCH SPACING ON LOSSES FOR DIVIDING FLOW.HECKER GE; NYSTROM JB; QURESHI NA et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 3; PP. 265-279; BIBL. 15 REF.Article

THE CIRCULAR FREE OVERFALL.ALI KHM; RIDWAY A.1977; WHAT. POWER DAM CONSTR.; G.B.; DA. 1977; VOL. 29; NO 5; PP. 42-45; BIBL. 11 REF.Article

DIMENSIONNEMENT D'UN TORRENT ARTIFICIEL. "ETUDE DU FONCTIONNEMENT SUR MAQUETTE".THAM BUN THA.1977; ; S.L.; DA. 1977; PP. 1-91; BIBL. 2 P.; (THESE DOCT. ING.; NANCY I)Thesis

DEBIT DE RESERVE DES CANAUXRABUKHIN LG.1980; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; SUN; DA. 1980; NO 3; PP. 81-83; BIBL. 1 REF.Article

CONSIDERAZIONI SULLA SCABREZZA DEI LETTI GRANULARI PIANI = CONSIDERATIONS SUR LA RUGOSITE DES LITS GRANULAIRES PLANSBECCHI I.1978; ENERG. ELETTR.; ITA; DA. 1978; NO 11-12; PP. 493-503; ABS. FRE/ENG; BIBL. 30 REF.Article

STABILISATION OF THE HYDRAULIC JUMP BY JETS.WILSON EH.1977; WAT. POWER DAM CONSTR.; G.B.; DA. 1977; VOL. 29; NO 3; PP. 40-45; BIBL. 8 REF.Article

WEIR AND FLUME CALIBRATION BY PONDAGE DRAWDOWNJOHNSON FA; GREEN CS.1980; PROC. AM. SOC. CIV. ENG., J. HYDRAUL DIV.; ISSN 0044-796X; USA; DA. 1980; VOL. 106; NO 11; PP. 1903-1913; BIBL. 6 REF.Article

ETUDE DES TROUS HYDRAULIQUES EN CONFLUENCEARAKI M; TOMIDOROKO G; TAKAKI S et al.1979; J. FAC. ENG., SHINSHU UNIV.; ISSN 0037-3818; JPN; DA. 1979; NO 47; PP. 47-60; ABS. ENGArticle

MEASUREMENT IN HYDRAULICS RESEARCH.1978; MEASUR. AND CONTROL; G.B.; DA. 1978; VOL. 11; NO 1; PP. 11-13Article

DISPERSION LONGITUDINALE AFFECTEE PAR DES OBSTACLES DANS DES CANAUX DECOUVERTSARAKI M; TOMIDOKORO G; YAMAMOTO M et al.1980; J. FAC. ENG., SHINSHU UNIV.; ISSN 0037-3818; JPN; DA. 1980; NO 48; PP. 27-36; ABS. ENG; BIBL. 9 REF.Article

ETUDE DES REMOUS EN CONFLUENCE PAR LA METHODE DES ELEMENTS FINISARAKI M; TOMIDOKORO G; TAKAKI S et al.1979; J. FAC. ENG., SHINSHU UNIV.; ISSN 0037-3818; JPN; DA. 1979; NO 46; PP. 111-124; ABS. ENG; BIBL. 15 REF.Article

END DEPTH UNDER ZERO-INERTIA CONDITIONS.STRELKOFF T; KATOPODES N.1977; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 7; PP. 699-711; BIBL. 4 REF.Article

PROCESS. TRANSITOIRES DANS DES TRANSMISSIONS ET DES CANAUX DERIVESLASHKO VA.1977; IZVEST. VYSSH. UCHEBN. ZAVED., MASH.-STR.; S.S.S.R.; DA. 1977; NO 4; PP. 76-81; BIBL. 9 REF.Article

STRUCTURE D'UN FLUX TURBULENT DANS UN CANAL A LIMITE LIBRESHELKOVNIKOV NK; BUKINA LA; MIRONOV PV et al.1977; VEST. MOSKOV. UNIV., 3; SUN; DA. 1977; NO 6; PP. 14-18; BIBL. 9 REF.Article

OBJEKTI ZA ODRECJIVANJE PROTITSAJA U OTVORENIM TOKOVIMA = STRUCTURES DE MESURE DE DEBIT POUR CANAL DECOUVERTKHAJDIN G; KULACHIN S; MAKSIMOVICJ CH et al.1979; UNIV. BEOGRADU, ZBOR. RAD. GRADEV. FAK.; YUG; DA. 1979; VOL. 17; NO 1; 29 P.; ABS. ENGSerial Issue

METHODE GRAPHIQUE DE CONSTRUCTION DE LA COURBE DE LA SURFACE LIBRE DE L'ECOULEMENT DANS UN CANAL DONT LA PENTE DU FOND EST VARIABLEKOJDA KN.1981; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1981; NO 2; PP. 114-117; BIBL. 6 REF.Article

ON A METHOD OF DETERMINATION OF PARAMETERS OF CONCEPTUAL MODELS OF OPEN CHANNEL FLOWSTRUPCZEWSKI W; KUNDZEWICZ Z.1979; CONTROL AND CYBERN.; POL; DA. 1979; VOL. 8; NO 4; PP. 281-295; ABS. POL/RUS; BIBL. 6 REF.Article

DIRECT SOLUTION TO PROBLEMS OF OPEN CHANNEL TRANSITIONSNANDANA VITTAL.1978; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1978; VOL. 104; NO 11; PP. 1485-1494; BIBL. 1 REF.Article

FLOW IN 180O OPEN CHANNEL RIGID BOUNDARY BENDS.UDAI KANT CHOUDHARY; SAMPATHIENGAR NARASIMHAN.1977; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 6; PP. 651-657; BIBL. 6 REF.Article

STUDIES ON DIVERSION CROSS-FLOW BETWEEN TWO PARALLEL CHANNELS COMMUNICATING BY A LATERAL SLOT. I. TRANSVERSE FLOW RESISTANCE COEFFICIENT.TAPUCU A.1977; NUCL. ENGNG DESIGN; NETHERL.; DA. 1977; VOL. 42; NO 2; PP. 297-306; BIBL. 9 REF.Article

UPSTREAM INTERACTIONS IN CHANNEL FLOWS.SMITH FT.1977; J. FLUID MECH.; G.B.; DA. 1977; VOL. 79; NO 4; PP. 631-655; BIBL. 20 REF.Article

INFLUENCE DES FLUCTUATIONS TURBULENTES DE VITESSE SUR L'ENERGIE CINETIQUE ET LES COEFFICIENTS DE CORRECTION DU MOMENT DANS LES ECOULEMENTS EN CANAL OUVERTBOCHEVA M.1977; TEKH. MISAL.; BALG.; DA. 1977; VOL. 14; NO 4; PP. 61-68; BIBL. 5 REF.Article

FREQUENCY RESPONSE AND DYNAMIC BEHAVIOUR OF CANAL NETWORKS WITH SELF-LEVELLING GATESCORRIGA G; SANNA S; USAI G et al.1980; APPL. MATH. MODELLG; GBR; DA. 1980; VOL. 4; NO 2; PP. 125-129; BIBL. 6 REF.Article

METHODE GRAPHOANALYTIQUE DE DETERMINATION DE LA PROFONDEUR NORMALE DANS UN CHENAL DE SECTION RECTANGULAIREPOLYAKOV MP.1980; IZV. VYSS. UCEBN. ZAVED., STROIT. ARHIT.; ISSN 0536-1052; SUN; DA. 1980; NO 9; PP. 97-99; BIBL. 2 REF.Article

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