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Calculation of the controlling depths of deformable river channels

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. G. A. Alekseev, “Graph-analytic methods of determination of distribution curve parameters and reduction to a long observation period,” Tr. Gos. Gidrol. Inst., No. 73 (1960).

  2. S. T. Altunin, Regulation of River Channels at an Intake [in Russian], Sel'khozgiz, Moscow (1956).

    Google Scholar 

  3. V. S. Altunin and S. A. Ashirov, “Estimate of the accuracy of determination of the width of a river flow,” in: Problems of Water Management in Turkmenistan [in Russian], Ylym, Ashkhabad (1973).

    Google Scholar 

  4. V. I. Antropovskii, “Regression equations between the characteristics of a channel and flow in the case of short-circuited meandering and multiple braiding,” Tr. Gos. Gidrol. Inst., No. 195 (1972).

  5. K. V. Grishanin, Dynamics of Channel Flows [in Russian], Gidrometeoizdat, Leningrad (1979).

    Google Scholar 

  6. N. B. Barysnikov, “Calculation of the minimum transit depths on navigable rivers,” Tr. Gos. Gidrol. Inst., No. 69 (1959).

  7. I. F. Goroshkov, Hydrological Calculations [in Russian], Gidrometeoizdat, Leningrad (1979).

    Google Scholar 

  8. SNiP 2.01.14-83. Determination of Design Hydrological Characteristics [in Russian].

  9. I. I. Yakunin, “Morphometric characteristics of the channels of flatland rivers,” in: Fluvial Process [in Russian], Gidrometeoizdat, Leningrad (1959).

    Google Scholar 

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 2, pp. 54–57, February, 1990.

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Antropovskii, V.I. Calculation of the controlling depths of deformable river channels. Hydrotechnical Construction 24, 136–141 (1990). https://doi.org/10.1007/BF01424334

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