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|a Check dams, morphological adjustments and erosion control in torrential streams /
|c Carmelo Consesa Garcia and Mario Aristide Lenzi, editors.
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260 |
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|a New York :
|b Nova Science,
|c ©2010.
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300 |
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|a 1 online resource (xii, 339 pages) :
|b illustrations, maps (some color)
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336 |
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|a text
|b txt
|2 rdacontent
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337 |
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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1 |
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|a Environmental science, engineering and technology series
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|a Includes bibliographical references and index.
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588 |
0 |
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|a Print version record.
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|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
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|a 2.4.1. Distance between Check Dams and Effective Check Dam Height2.4.2. 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
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|a 2.7.3. Criteria for the Selection of Gully Control Measures2.7.4. 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
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|a A) Methods based on Thiîry's equationb) Methods based on Valentini's formula -- c) Methods based on threshold velocity of water for bed-load movement or deposition -- d) Methods based on critical potential stress for the movement of bed-load -- e) Regional analytical dependencies -- 3.2. The Structural Analysis Design of the Check Dams -- 3.3. Effects of Check Dams -- a) Bedload Retention -- b) Reduction of Bed Slope -- c) Stabilisation Effect -- d) Summary Effect of Check Dams in Torrent Channels
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590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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590 |
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|a eBooks on EBSCOhost
|b EBSCO eBook Subscription Academic Collection - Worldwide
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650 |
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0 |
|a Dams.
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650 |
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|a Stream channelization.
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650 |
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0 |
|a Soil conservation.
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650 |
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0 |
|a Barrages.
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650 |
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6 |
|a Barrages.
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650 |
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6 |
|a Cours d'eau
|x Canalisation.
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650 |
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6 |
|a Sols
|x Conservation.
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650 |
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|a dams (hydraulic structures)
|2 aat
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|a TECHNOLOGY & ENGINEERING
|x Civil
|x Dams & Reservoirs.
|2 bisacsh
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650 |
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7 |
|a Barrages
|2 fast
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650 |
|
7 |
|a Dams
|2 fast
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650 |
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7 |
|a Soil conservation
|2 fast
|
650 |
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7 |
|a Stream channelization
|2 fast
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700 |
1 |
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|a Consesa Garcia, Carmelo.
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700 |
1 |
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|a Lenzi, Mario A.
|q (Mario Aristide)
|1 https://id.oclc.org/worldcat/entity/E39PCjCCDw3bcFPFtRMF68X9j3
|
758 |
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|i has work:
|a Check dams, morphological adjustments and erosion control in torrential streams (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCGQPjH7CtrTrgWWvHmRWQq
|4 https://id.oclc.org/worldcat/ontology/hasWork
|
776 |
0 |
8 |
|i Print version:
|t Check dams, morphological adjustments and erosion control in torrential streams.
|d New York : Nova Science, ©2010
|z 9781608761463
|w (DLC) 2009029734
|w (OCoLC)429026455
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|a Environmental science, engineering and technology series.
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