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181   $ctxt
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183   $acr
200 00$aCheck dams, morphological adjustments and erosion control in torrential streams$b[electronic resource] /$fCarmelo Consesa Garcia and Mario Aristide Lenzi,  editors
210   $aNew York $cNova Science$dc2010
215   $a1 online resource (353 p.)
225 1 $aEnvironmental science, engineering and technology series
300   $aDescription based upon print version of record.
311   $a1-60876-146-0 
320   $aIncludes bibliographical references and index.
327   $a""CHECK DAMS, MORPHOLOGICALADJUSTMENTS AND EROSION CONTROLIN TORRENTIAL STREAMS""; ""CONTENTS""; ""PREFACE""; ""ABOUT THE EDITORS""; ""TRADITIONAL USES OF CHECK DAMS:A GLOBAL AND HISTORICAL INTRODUCTION""; ""ABSTRACT""; ""INTRODUCTION""; ""SETTINGS""; ""MATERIALS""; ""FUNCTIONS""; ""CONCLUSION""; ""REFERENCES""; ""CRITERIA FOR OPTIMIZING CHECK DAM LOCATIONAND MAINTENANCE REQUIREMENTS""; ""ABSTRACT""; ""2.1. INTRODUCTION""; ""2.2. FACTORS INFLUENCING CHECK DAM LOCATION""; ""2.3. ENVIRONMENTAL IMPACTS OF CHECK DAMS""; ""2.4. DESIGN CRITERIA FOR CHECK DAM STRUCTURES""
327   $a""2.4.1. Distance between Check Dams and Effective Check Dam Height""""2.4.2. Drainage Area""; ""2.4.3. Height""; ""2.4.4. Number of Check Dams Needed Along a Channel""; ""2.4.5. Maximum Discharge and Spillway Dimensions""; ""2.4.6. Spillway Design""; ""2.5. THE EFFECT OF POROUS CHECK DAMS ON FINE SEDIMENTRETENTION""; ""2.6. STABILITY OF CHECK DAMS""; ""2.6.1. Gravity or Bulk Dams""; ""2.6.2. Temporary Check Dams""; ""2.7. MAINTENANCE CONSIDERATIONS""; ""2.7.1. Erosion Control""; ""2.7.2. Size of Gully and Its Relationship to a Torrent""
327   $a""2.7.3. Criteria for the Selection of Gully Control Measures""""2.7.4. Criteria for Protection Measures""; ""CONCLUSIONS""; ""REFERENCES""; ""MODERN STRATEGIES FOR TORRENT CONTROL:SLIT AND W-WEIR CHECK DAMS""; ""ABSTRACT""; ""INTRODUCTION""; ""HYDRAULIC BEHAVIOUR OF A SLIT CHECK DAM""; ""THE CONTROL PROBLEM FOR A SLIT CHECK DAM WITHA LINEAR CROSS-SECTION""; ""THE DESIGN PROBLEM FOR A SLIT CHECK DAM WITH ALINEAR CROSS-SECTION""; ""SLIT CHECK DAM WITH AN HYPERBOLIC CROSS-SECTION""; ""HYDRAULIC BEHAVIOUR OF A W-WEIR CHECK DAM""; ""EXPERIMENTAL INVESTIGATION ON W-WEIR""; ""CONCLUSION""
327   $a""REFERENCES""""CHECK DAMS IN THE TORRENT CONTROL PRACTICEIN SMALL MOUNTAINOUS CATCHMENTS""; ""ABSTRACT""; ""1. INTRODUCTION""; ""1.1. Basic Characteristics of Torrents""; ""1.2. Torrent Control Systems""; ""2. CHECK DAMS FOR TORRENT CONTROL IN MOUNTAINOUSCATCHMENTS""; ""2.1. The Role and Types of Check Dams""; ""2.2. Check Dams in Classical European System for Torrent Control""; ""3. SOME PROBLEMS OF CHECK DAMS DESIGN""; ""3.1. The Determination of the Distance between the Check Dams in theTorrent Bed""; ""Some Formulas for the Calculation of the Slope of Siltation""
327   $a""4. CONTEMPORARY TRENDS AND TYPES OF CHECK DAMS FORTORRENT CONTROL IN EUROPE""
410  0$aEnvironmental science, engineering and technology series.
606   $aDams
606   $aStream channelization
606   $aSoil conservation
608   $aElectronic books.
615  0$aDams.
615  0$aStream channelization.
615  0$aSoil conservation.
676   $a627/.8
701   $aConsesa Garcia$b Carmelo$0957248
701   $aLenzi$b Mario A$g(Mario Aristide)$0957249
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910465083303321
996   $aCheck dams, morphological adjustments and erosion control in torrential streams$92168395
997   $aUNINA