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在耶格扎洛夫的论文里,对他所提出的决定明渠水流输沙能力的计算关系式(n~■)/(■/2)=■[ξ((τ-τ_0)/τ_0)].(1)作了论证。这个关系式和作者从前所提出公式的不同之处,在于考虑到流速沿水深分布对输沙的影响,而在计算中引入了一个数值ξ=v_y/v_o;关系式(1)是以下列假定为基础的,即水流中含沙量和水流出力的剩余量成正比。耶格扎洛夫根据这一理论的假定得到了既适用于紊流平方区,又适用于紊流光滑区及紊流过渡区的解答。作者认为试验资料的分散程度是完全可以允许的,可是在他的论文里却没有引入这些试验资料。同时在论文中还研究了一系列其他的问题,而在这些问题的叙述中又引入了某些难能
In his paper, Yezalov's calculation formula (n ~ ■) / (■ / 2) = ■ [ξ ((τ-τ_0) / τ_0)] for his decision to determine the flow and sediment transport capacity of the open channel. (1) made a demonstration. The difference between this relation and the formula proposed by the author in the past is that a numerical value ξ = v_y / v_o is introduced into the calculation considering the influence of velocity distribution along the water depth on sediment transport. Relation (1) is based on the following assumptions Based, that is, the amount of sediment in the water stream is directly proportional to the amount of water remaining. According to this theory, Yegzalov obtained the solution that applies to both the turbulence squared zone and the turbulence smooth zone and the turbulent transition zone. The author believes that the degree of dispersion of test data is entirely allowable, but in his paper did not introduce these experimental data. At the same time in the paper also studied a series of other problems, but in the narrative of these problems has introduced some difficult