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This article discusses the method of determining the design
characteristics of mudflows. The issues of volumes of previously passed mudflows,
methods of their identification are considered. One of them is topographic survey in
combination with sinking of pits, drilling or other types of determination of the sediment
capacity of each generation. If these methods do not allow to determine the volume of
149
the mudflow in a direct way (removal of mudflow deposits into a large watercourse,
difficulties in isolating each generation of mudflow, erosion of the removal cone, etc.),
then an analytical method can be applied. The article considers the issue of the size of
the mudflow - its estimated (maximum) width and depth - necessary for the correct
determination of the dimensions of the mudflow structures, as well as for the
calculation of the flow rate. The mudflow velocity, which is difficult to directly measure
during the flow, is still determined using analytical formulas

  • Web Address
  • DOI
  • Date of creation in the UzSCI system06-09-2022
  • Read count121
  • Date of publication30-06-2022
  • Main LanguageIngliz
  • Pages148-153
English

This article discusses the method of determining the design
characteristics of mudflows. The issues of volumes of previously passed mudflows,
methods of their identification are considered. One of them is topographic survey in
combination with sinking of pits, drilling or other types of determination of the sediment
capacity of each generation. If these methods do not allow to determine the volume of
149
the mudflow in a direct way (removal of mudflow deposits into a large watercourse,
difficulties in isolating each generation of mudflow, erosion of the removal cone, etc.),
then an analytical method can be applied. The article considers the issue of the size of
the mudflow - its estimated (maximum) width and depth - necessary for the correct
determination of the dimensions of the mudflow structures, as well as for the
calculation of the flow rate. The mudflow velocity, which is difficult to directly measure
during the flow, is still determined using analytical formulas

Author name position Name of organisation
1 Abdazimov S.K. teacher 1Tashkent State Transport University
2 Shakhobidinov V.E. teacher NUUz
Name of reference
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11 S.R. Usmanov. "Actual problems of protection from dangerous geological processes" “Institute of civil protection under the ministry of emergency situations of the Republic of Uzbekistan”. 2019
12 Instructions for the design and construction of anti-settlement protective structures: CH 518-95
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16 Sh.K. Abdazimov, S.S. Turopov, N.N. Irgashev. “Hydro meteorological phenomena that occur in the Republic of Uzbekistan and pose a danger to railway transport”. 2020
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