Experimental hydrological studies of processes of failure of beaver dams and pond draining
Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Klimenko, D. E. [verfasserIn] Eponchintseva, D. N. [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2015 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
Enthalten in: Biology bulletin - Dordrecht [u.a.] : Springer Science + Business Media B.V, 1996, 42(2015), 10 vom: Dez., Seite 882-890 |
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| Übergeordnetes Werk: |
volume:42 ; year:2015 ; number:10 ; month:12 ; pages:882-890 |
| Links: |
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| DOI / URN: |
10.1134/S1062359015100064 |
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| Katalog-ID: |
SPR010795715 |
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| 245 | 1 | 0 | |a Experimental hydrological studies of processes of failure of beaver dams and pond draining |
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| 520 | |a Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. | ||
| 650 | 4 | |a small rivers |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a beaver dams |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a hydrology |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a hydrological regime |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a rain floods |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Eponchintseva, D. N. |e verfasserin |4 aut | |
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10.1134/S1062359015100064 doi (DE-627)SPR010795715 (SPR)S1062359015100064-e DE-627 ger DE-627 rakwb eng 570 ASE 42.00 bkl Klimenko, D. E. verfasserin aut Experimental hydrological studies of processes of failure of beaver dams and pond draining 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. small rivers (dpeaa)DE-He213 beaver dams (dpeaa)DE-He213 hydrology (dpeaa)DE-He213 hydrological regime (dpeaa)DE-He213 rain floods (dpeaa)DE-He213 Eponchintseva, D. N. verfasserin aut Enthalten in Biology bulletin Dordrecht [u.a.] : Springer Science + Business Media B.V, 1996 42(2015), 10 vom: Dez., Seite 882-890 (DE-627)324825056 (DE-600)2031082-1 1608-3059 nnns volume:42 year:2015 number:10 month:12 pages:882-890 https://dx.doi.org/10.1134/S1062359015100064 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 42.00 ASE AR 42 2015 10 12 882-890 |
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10.1134/S1062359015100064 doi (DE-627)SPR010795715 (SPR)S1062359015100064-e DE-627 ger DE-627 rakwb eng 570 ASE 42.00 bkl Klimenko, D. E. verfasserin aut Experimental hydrological studies of processes of failure of beaver dams and pond draining 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. small rivers (dpeaa)DE-He213 beaver dams (dpeaa)DE-He213 hydrology (dpeaa)DE-He213 hydrological regime (dpeaa)DE-He213 rain floods (dpeaa)DE-He213 Eponchintseva, D. N. verfasserin aut Enthalten in Biology bulletin Dordrecht [u.a.] : Springer Science + Business Media B.V, 1996 42(2015), 10 vom: Dez., Seite 882-890 (DE-627)324825056 (DE-600)2031082-1 1608-3059 nnns volume:42 year:2015 number:10 month:12 pages:882-890 https://dx.doi.org/10.1134/S1062359015100064 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 42.00 ASE AR 42 2015 10 12 882-890 |
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10.1134/S1062359015100064 doi (DE-627)SPR010795715 (SPR)S1062359015100064-e DE-627 ger DE-627 rakwb eng 570 ASE 42.00 bkl Klimenko, D. E. verfasserin aut Experimental hydrological studies of processes of failure of beaver dams and pond draining 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. small rivers (dpeaa)DE-He213 beaver dams (dpeaa)DE-He213 hydrology (dpeaa)DE-He213 hydrological regime (dpeaa)DE-He213 rain floods (dpeaa)DE-He213 Eponchintseva, D. N. verfasserin aut Enthalten in Biology bulletin Dordrecht [u.a.] : Springer Science + Business Media B.V, 1996 42(2015), 10 vom: Dez., Seite 882-890 (DE-627)324825056 (DE-600)2031082-1 1608-3059 nnns volume:42 year:2015 number:10 month:12 pages:882-890 https://dx.doi.org/10.1134/S1062359015100064 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 42.00 ASE AR 42 2015 10 12 882-890 |
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10.1134/S1062359015100064 doi (DE-627)SPR010795715 (SPR)S1062359015100064-e DE-627 ger DE-627 rakwb eng 570 ASE 42.00 bkl Klimenko, D. E. verfasserin aut Experimental hydrological studies of processes of failure of beaver dams and pond draining 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. small rivers (dpeaa)DE-He213 beaver dams (dpeaa)DE-He213 hydrology (dpeaa)DE-He213 hydrological regime (dpeaa)DE-He213 rain floods (dpeaa)DE-He213 Eponchintseva, D. N. verfasserin aut Enthalten in Biology bulletin Dordrecht [u.a.] : Springer Science + Business Media B.V, 1996 42(2015), 10 vom: Dez., Seite 882-890 (DE-627)324825056 (DE-600)2031082-1 1608-3059 nnns volume:42 year:2015 number:10 month:12 pages:882-890 https://dx.doi.org/10.1134/S1062359015100064 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 42.00 ASE AR 42 2015 10 12 882-890 |
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10.1134/S1062359015100064 doi (DE-627)SPR010795715 (SPR)S1062359015100064-e DE-627 ger DE-627 rakwb eng 570 ASE 42.00 bkl Klimenko, D. E. verfasserin aut Experimental hydrological studies of processes of failure of beaver dams and pond draining 2015 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. small rivers (dpeaa)DE-He213 beaver dams (dpeaa)DE-He213 hydrology (dpeaa)DE-He213 hydrological regime (dpeaa)DE-He213 rain floods (dpeaa)DE-He213 Eponchintseva, D. N. verfasserin aut Enthalten in Biology bulletin Dordrecht [u.a.] : Springer Science + Business Media B.V, 1996 42(2015), 10 vom: Dez., Seite 882-890 (DE-627)324825056 (DE-600)2031082-1 1608-3059 nnns volume:42 year:2015 number:10 month:12 pages:882-890 https://dx.doi.org/10.1134/S1062359015100064 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER SSG-OLC-PHA GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_101 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_206 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2070 GBV_ILN_2086 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2116 GBV_ILN_2118 GBV_ILN_2119 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 42.00 ASE AR 42 2015 10 12 882-890 |
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E.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Experimental hydrological studies of processes of failure of beaver dams and pond draining</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2015</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. 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| author |
Klimenko, D. E. |
| spellingShingle |
Klimenko, D. E. ddc 570 bkl 42.00 misc small rivers misc beaver dams misc hydrology misc hydrological regime misc rain floods Experimental hydrological studies of processes of failure of beaver dams and pond draining |
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570 ASE 42.00 bkl Experimental hydrological studies of processes of failure of beaver dams and pond draining small rivers (dpeaa)DE-He213 beaver dams (dpeaa)DE-He213 hydrology (dpeaa)DE-He213 hydrological regime (dpeaa)DE-He213 rain floods (dpeaa)DE-He213 |
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ddc 570 bkl 42.00 misc small rivers misc beaver dams misc hydrology misc hydrological regime misc rain floods |
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ddc 570 bkl 42.00 misc small rivers misc beaver dams misc hydrology misc hydrological regime misc rain floods |
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ddc 570 bkl 42.00 misc small rivers misc beaver dams misc hydrology misc hydrological regime misc rain floods |
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Experimental hydrological studies of processes of failure of beaver dams and pond draining |
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Experimental hydrological studies of processes of failure of beaver dams and pond draining |
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Klimenko, D. E. |
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verfasserin |
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experimental hydrological studies of processes of failure of beaver dams and pond draining |
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Experimental hydrological studies of processes of failure of beaver dams and pond draining |
| abstract |
Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. |
| abstractGer |
Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. |
| abstract_unstemmed |
Abstract Beaver dams on small rivers significantly alter their hydrological regime. Formation of maximum break discharges on small rivers and flooding of areas are one of the detrimental consequences caused by the failure of such dams. Based on our survey of 11 dams and ponds in the Vereshchaginskii district (Perm oblast), as well as on cartographic modeling of 20 ponds, the dependences of the pond basin volume on the length of the pond and the maximum height of the dam have been established, which can be used to estimate the approximate volume of these ponds. When the dam height changes from 0.5 to 3.4 m and its length changes from 5 to 50 m, the volume of the pond basin alters from 0 to 850 $ m^{3} $. According to the results of artificial dam failure, the following aspects have been established: the nature of simulated flood propagation, the dependence of hydrological characteristics on stages; runoff hydrographs and volumes, as well as the nature of the drained pond bed. It has also been found that the development of the closure channel in the body of dams is unlikely to take place and that erosion mainly occurs on riverbank soils. Based on calculations, it has been revealed that the quantities of natural full-scale break discharges are equal to the maximum rain flood discharge with a 10% probability of exceedance. Full-scale break discharges differ from those calculated according to the hydraulics formulas by 10 to 30%. The maximum discharge values during our experiment ranged from 50 to 500 L/s; the amount of time to empty the ponds varied from 100 to 180 min. |
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| title_short |
Experimental hydrological studies of processes of failure of beaver dams and pond draining |
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https://dx.doi.org/10.1134/S1062359015100064 |
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Eponchintseva, D. N. |
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10.1134/S1062359015100064 |
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2024-07-03T18:22:12.733Z |
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| score |
7.4008856 |