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[et al.]$ga cura di Arturo Parisi e Angelo Cattaneo 210 $aBologna$cIstituto di studi e ricerche Carlo Cattaneo$d1985 215 $a162 p.$d24 cm 225 2 $aMisure$v10/11 300 $aSegue: Appendice 410 0$12001$aMisure$v10/11 454 1$12001 461 1$1001-------$12001 606 0 $aPartito Repubblicano Italiano 676 $a324.24505 702 1$aGARVIN,$bPaola 702 $aPARISI,$bArturo 702 $aVARNI,$bAngelo 801 0$aIT$bsalbc$gISBD 912 $a990001343650203316 951 $aIX A 521$b111112 L.M.$cIX A 959 $aBK 969 $aUMA 979 $aSIAV7$b10$c20040113$lUSA01$h1726 979 $aSIAV7$b10$c20040113$lUSA01$h1726 979 $aPATRY$b90$c20040406$lUSA01$h1735 996 $aOrganizzazione e politica nel PRI$9927601 997 $aUNISA LEADER 03365oam 2200649I 450 001 9910800187703321 005 20230807204220.0 010 $a1-317-60150-5 010 $a1-138-47514-9 010 $a1-315-74750-2 024 7 $a10.1201/b17495 035 $a(CKB)2670000000560314 035 $a(EBL)1683088 035 $a(SSID)ssj0001348278 035 $a(PQKBManifestationID)11743340 035 $a(PQKBTitleCode)TC0001348278 035 $a(PQKBWorkID)11364103 035 $a(PQKB)11285331 035 $a(MiAaPQ)EBC1683088 035 $a(OCoLC)893680403 035 $a(EXLCZ)992670000000560314 100 $a20180420d20152015 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aSediment transport in irrigation canals $ea new approach /$fHerman Depeweg, UNESCO-IHE, Delft, The Netherlands, Krishna P. Paudel, Consolidate Management Services, Nepal, Nestor Mendez V., Universidad Centro Occidental Lisandro Alvarado, Barquisimeto, Venezuela 205 $aFirst edition. 210 1$aLeiden, The Netherlands :$cCRC Press/Balkema,$d[2015]. 210 4$d©2015 215 $a1 online resource (309 p.) 225 1 $aUNESCO-IHE Lecture Note Series 225 0 $aBalkema Book 300 $aA Balkema book. 311 $a1-322-62544-1 311 $a1-138-02695-6 320 $aIncludes bibliographical references. 327 $aFront Cover; Table of Contents; LIST OF FIGURES; LIST OF TABLES; PREFACE; 1. INTRODUCTION; 2. OPEN CHANNEL FLOW; 3. SEDIMENT PROPERTIES; 4. DESIGN CRITERIA FOR IRRIGATION CANALS; 5. SEDIMENT TRANSPORT CONCEPTS; 6. SETRIC, A MATHEMATICAL MODEL FOR SEDIMENT TRANSPORT IN IRRIGATION CANALS; 7. THE SEDIMENT TRANSPORT MODEL AND ITS APPLICATIONS; REFERENCES; SYMBOLS; APPENDIX A: METHODS TO ESTIMATE THE TOTAL SEDIMENT TRANSPORT CAPACITY IN IRRIGATION CANALS; APPENDIX B: METHODS TO PREDICT THE FRICTION FACTOR; APPENDIX C: HYDRAULIC DESIGN OF IRRIGATION CANALS 327 $aAPPENDIX D: DESCRIPTION OF THE MAIN ASPECTS OF THE REGIME THEORYAPPENDIX E: GLOSSARY RELATED TO SEDIMENT TRANSPORT; APPENDIX F: FLOW DIAGRAMS 330 $aSediment transport in irrigation canals influences to a great extent the sustainability of an irrigation system. Unwanted erosion or deposition will not only increase maintenance costs, but may also lead to unfair, unreliable and unequitable distribution of irrigation water to the end users. Proper knowledge of the characteristics, including behaviour and transport of sediment will help to design irrigation systems, plan effi cient and reliable water delivery schedules, to have a controlled deposition of sediments, to estimate and arrange maintenance activities, etc. The main aim of these lect 410 0$aUNESCO-IHE lecture note series. 606 $aSediment transport$xMathematical models 606 $aIrrigation canals and flumes 615 0$aSediment transport$xMathematical models. 615 0$aIrrigation canals and flumes. 676 $a551.3/53 676 $a551.353 700 $aDepeweg$b Herman$01587202 702 $aPaudel$b Krishna P. 702 $aMendez V$b Nestor J.$f1954- 801 0$bFlBoTFG 801 1$bFlBoTFG 906 $aBOOK 912 $a9910800187703321 996 $aSediment transport in irrigation canals$93874666 997 $aUNINA