000756178 000__ 05068cam\a2200457Ii\4500 000756178 001__ 756178 000756178 005__ 20230306142001.0 000756178 006__ m\\\\\o\\d\\\\\\\\ 000756178 007__ cr\cn\nnnunnun 000756178 008__ 160701s2016\\\\sz\a\\\\ob\\\\001\0\eng\d 000756178 020__ $$a9783319317885$$q(electronic book) 000756178 020__ $$a3319317881$$q(electronic book) 000756178 020__ $$z9783319317861 000756178 0247_ $$a10.1007/978-3-319-31788-5$$2doi 000756178 035__ $$aSP(OCoLC)ocn952706000 000756178 035__ $$aSP(OCoLC)952706000 000756178 040__ $$aN$T$$beng$$erda$$epn$$cN$T$$dYDXCP$$dIDEBK$$dGW5XE$$dN$T$$dUPM$$dOCLCF$$dCOO 000756178 049__ $$aISEA 000756178 050_4 $$aS594 000756178 08204 $$a631.4/32$$223 000756178 24500 $$aInfiltration measurements for soil hydraulic characterization$$h[electronic resource] /$$cRafael Angulo-Jaramillo, Vincenzo Bagarello, Massimo Iovino, Laurent Lassabatere. 000756178 264_1 $$aSwitzerland :$$bSpringer,$$c2016. 000756178 300__ $$a1 online resource (xi, 386 pages) :$$billustrations. 000756178 336__ $$atext$$btxt$$2rdacontent 000756178 337__ $$acomputer$$bc$$2rdamedia 000756178 338__ $$aonline resource$$bcr$$2rdacarrier 000756178 504__ $$aIncludes bibliographical references and index. 000756178 5050_ $$aForeword -- 1 AN INTRODUCTION TO SOIL AND WATER INFILTRATION -- 1.1 General characteristics of soil.-1.2 Soil water content and potential -- 1.3 Flow of water in soils -- 1.4 Infiltration process and equations -- 1.4.1 Gravity free water absorption -- 1.4.2 Green and Ampt model for infiltration -- 1.4.3 Philip infiltration equation for capillary and gravity driven infiltration -- 1.4.4 Sorptivity and flux concentration function 1.4.5 General infiltration solution of Parlange -- 1.4.6 Extension to 3D water infiltration below a disc source -- References -- 2 SATURATED SOIL HYDRAULIC CONDUCTIVITY -- 2.1 Well or borehole permeameters -- 2.1.1 Steady flow under constant head in uncased boreholes -- 2.1.2 Steady flow under constant head in cased boreholes -- 2.1.3 Transient flow under constant head in cased and uncased boreholes -- 2.1.4 Falling-head flow in cased boreholes -- 2.2 Ring infiltrometers -- 2.2.1 Single-ring pressure infiltrometer -- 2.2.2 Other single-ring approaches -- 2.2.3 Double-ring infiltrometer -- 2.2.4 Simplified falling head technique -- 2.3 Dripper or point-source method -- References -- 3 UNSATURATED SOIL HYDRAULIC PROPERTIES -- 3.1 Tension or disk infiltrometer -- 3.1.1 Basis of the technique -- 3.1.2 Apparatus and procedures -- 3.1.3 Analysis of steady-state flow -- 3.1.4 Analysis of transient flow -- 3.1.5 Numerical inversion of tension disk infiltrometer data -- 3.1.6 Particular devices -- 3.1.7 Hydraulic contact at the infiltration surface -- 3.1.8 Applying the tension infiltrometer on sloping land -- 3.2 BEST -- Beerkan estimation of soil transfer parameters procedure -- 3.2.1 Soil hydraulic characteristic curves 3.2.2 Soil particle-size distribution, bulk density and water content -- 3.2.3 Water infiltration experiments -- 3.2.4 Estimating shape parameters by inverting particle-size distribution data -- 3.2.5 Estimating scale parameters by inverting water infiltration data -- 3.2.6 Issues on estimation of shape parameters -- 3.2.7 Issues on estimation of scale parameters -- 3.2.8 Tests of the soil hydraulic characteristic curves -- 3.2.9 Using the soil hydraulic parameters obtained with BEST -- References -- 4 SOILS WITH SPECIFIC FEATURES -- 4.1 Water repellent soils -- 4.1.1 Causes of hydrophobicity -- 4.1.2 Hydrophobicity and water infiltration -- 4.1.3 Hydraulic characterization of water repellent soils -- 4.2 Crusted soils -- 4.2.1 Crust formation -- 4.2.2 Water infiltration experiments for crust characterization -- 4.3 Low permeability soils -- 4.3.1 Early-time constant-head (ECH) technique -- 4.3.2 Early-time falling-head (EFH) technique -- 4.3.3 Sequential early-time constant-head/falling-head (ECFH) technique -- 4.3.4 Saturated conductivity of low permeability wet soils -- 4.3.5 Time domains for pressure infiltrometer data -- 4.3.6 Accounting for soil swelling -- 4.4. Macroporous and bi-modal soils -- 4.4.1. Conceptual models for preferential flow -- 4.4.2. Modelling water infiltration into dual permeability soils -- 4.4.3. How to detect preferential flow -- 4.4.4. How to characterize dual permeability soils -- References -- APPENDIX -- ADDITIONAL MEASUREMENTS -- A1. Soil bulk density A2. Soil water content -- A3. Soil water matric potential -- A4. Soil water retention curve -- A5. Water stability of soil aggregates -- References. 000756178 506__ $$aAccess limited to authorized users. 000756178 588__ $$aOnline resource; title from PDF title page (SpringerLink, viewed July 12, 2016). 000756178 650_0 $$aSoil moisture. 000756178 650_0 $$aSoil infiltration rate. 000756178 7001_ $$aAngulo-Jaramillo, Rafael,$$eauthor. 000756178 7001_ $$aBagarello, Vincenzo,$$eauthor. 000756178 7001_ $$aIovino, Massimo,$$eauthor. 000756178 7001_ $$aLassabatere, Laurent,$$eauthor. 000756178 77608 $$iPrint version:$$z9783319317861 000756178 852__ $$bebk 000756178 85640 $$3SpringerLink$$uhttps://univsouthin.idm.oclc.org/login?url=http://link.springer.com/10.1007/978-3-319-31788-5$$zOnline Access$$91397441.1 000756178 909CO $$ooai:library.usi.edu:756178$$pGLOBAL_SET 000756178 980__ $$aEBOOK 000756178 980__ $$aBIB 000756178 982__ $$aEbook 000756178 983__ $$aOnline 000756178 994__ $$a92$$bISE