Modeling of Soil Erosion and Sediment Transport
The Special Issue entitled "Modeling of Soil Erosion and Sediment Transport" focuses on the mathematical modeling of soil erosion caused by rainfall and runoff at a basin scale, as well as on the sediment transport in the streams of the basin. In concrete terms, the quantification of these...
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| Format: | Book Chapter |
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Basel, Switzerland
MDPI - Multidisciplinary Digital Publishing Institute
2020
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| Online Access: | Get Fullteks DOAB: description of the publication |
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| LEADER | 04827naaaa2201165uu 4500 | ||
|---|---|---|---|
| 001 | doab_20_500_12854_69012 | ||
| 005 | 20210501 | ||
| 020 | |a books978-3-03943-003-1 | ||
| 020 | |a 9783039430024 | ||
| 020 | |a 9783039430031 | ||
| 024 | 7 | |a 10.3390/books978-3-03943-003-1 |c doi | |
| 041 | 0 | |a English | |
| 042 | |a dc | ||
| 072 | 7 | |a TBX |2 bicssc | |
| 100 | 1 | |a Hrissanthou, Vlassios |4 edt | |
| 700 | 1 | |a Hrissanthou, Vlassios |4 oth | |
| 245 | 1 | 0 | |a Modeling of Soil Erosion and Sediment Transport |
| 260 | |a Basel, Switzerland |b MDPI - Multidisciplinary Digital Publishing Institute |c 2020 | ||
| 300 | |a 1 electronic resource (298 p.) | ||
| 506 | 0 | |a Open Access |2 star |f Unrestricted online access | |
| 520 | |a The Special Issue entitled "Modeling of Soil Erosion and Sediment Transport" focuses on the mathematical modeling of soil erosion caused by rainfall and runoff at a basin scale, as well as on the sediment transport in the streams of the basin. In concrete terms, the quantification of these phenomena by means of mathematical modeling and field measurements has been studied. The following mathematical models (software) were used, amongst others: AnnAGNPS, SWAT, SWAT-Twn, TUSLE, WRF-Hydro-Sed, CORINE, LCM-MUSLE, EROSION-3D, HEC-RAS, SRC, WA-ANN. The Special Issue contains 14 articles that can be classified into the following five categories: Category A: "Soil erosion and sediment transport modeling in basins"; Category B: "Inclusion of soil erosion control measures in soil erosion models"; Category C: "Soil erosion and sediment transport modeling in view of reservoir sedimentation"; Category D: "Field measurements of gully erosion"; Category E: "Stream sediment transport modeling". Most studies presented in the Special Issue were applied to different basins in Europe, America, and Asia, and are the result of the cooperation between universities and/or research centers in different countries and continents, which constitutes an optimistic fact for the international scientific communication. | ||
| 540 | |a Creative Commons |f https://creativecommons.org/licenses/by/4.0/ |2 cc |4 https://creativecommons.org/licenses/by/4.0/ | ||
| 546 | |a English | ||
| 650 | 7 | |a History of engineering & technology |2 bicssc | |
| 653 | |a terrace | ||
| 653 | |a vegetation | ||
| 653 | |a time-area method | ||
| 653 | |a MUSLE | ||
| 653 | |a soil and water loss | ||
| 653 | |a the Loess Plateau | ||
| 653 | |a bed erosion | ||
| 653 | |a catchment area | ||
| 653 | |a filtration | ||
| 653 | |a sediment accumulation | ||
| 653 | |a sediment bed fluidization | ||
| 653 | |a sediment re-suspension | ||
| 653 | |a soil erosion | ||
| 653 | |a rainfall-runoff | ||
| 653 | |a sediment yield | ||
| 653 | |a AnnAGNPS model | ||
| 653 | |a urbanization | ||
| 653 | |a scenario analysis | ||
| 653 | |a Upper Indus Basin (UIB) | ||
| 653 | |a Tarbela Reservoir | ||
| 653 | |a Besham Qila | ||
| 653 | |a sediment modeling | ||
| 653 | |a uncertainty | ||
| 653 | |a wavelet transform analysis-artificial neural network (WA-ANN) | ||
| 653 | |a sediment rating curve (SRC) | ||
| 653 | |a HEC-RAS | ||
| 653 | |a SWAT | ||
| 653 | |a TUSLE | ||
| 653 | |a sediment transport | ||
| 653 | |a model calibration | ||
| 653 | |a mountainous catchment | ||
| 653 | |a tailings pond | ||
| 653 | |a leaked tailings flow | ||
| 653 | |a dam failure | ||
| 653 | |a impact force | ||
| 653 | |a deposition range | ||
| 653 | |a debris blocking dam | ||
| 653 | |a CORINE erosion model | ||
| 653 | |a ponds | ||
| 653 | |a Brenne | ||
| 653 | |a limnology | ||
| 653 | |a land cover change | ||
| 653 | |a infiltration estimation | ||
| 653 | |a black soil | ||
| 653 | |a residue cover | ||
| 653 | |a model validation | ||
| 653 | |a stream sediment transport | ||
| 653 | |a total load | ||
| 653 | |a sediment concentration | ||
| 653 | |a Yang formula | ||
| 653 | |a fuzzy regression | ||
| 653 | |a fuzzy coefficients | ||
| 653 | |a fuzzy logic | ||
| 653 | |a sediment entrainment | ||
| 653 | |a clogging | ||
| 653 | |a colmation | ||
| 653 | |a numerical modeling | ||
| 653 | |a gully erosion | ||
| 653 | |a seasonality | ||
| 653 | |a precipitation | ||
| 653 | |a statistical modeling | ||
| 653 | |a precipitation intensity | ||
| 653 | |a sediment budget | ||
| 653 | |a rainfall event | ||
| 653 | |a EROSION-3D | ||
| 653 | |a small water reservoir | ||
| 653 | |a SWAT modeling | ||
| 653 | |a land management | ||
| 653 | |a soil conservation stone structures | ||
| 653 | |a WRF-Hydro | ||
| 653 | |a CASC2D-SED | ||
| 653 | |a Goodwin Creek Experimental Watershed | ||
| 653 | |a NLDAS-2 | ||
| 653 | |a calibration | ||
| 856 | 4 | 0 | |a www.oapen.org |u https://mdpi.com/books/pdfview/book/2781 |7 0 |z Get Fullteks |
| 856 | 4 | 0 | |a www.oapen.org |u https://directory.doabooks.org/handle/20.500.12854/69012 |7 0 |z DOAB: description of the publication |