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   <subfield code="a">Hydraulic regimes in a fishway with continuous delivery of water along the chute</subfield>
   <subfield code="h">[Elektronische Daten]</subfield>
   <subfield code="c">[M. Skorobogatov]</subfield>
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   <subfield code="a">Conclusions: 1. A method was developed for calculating the average cross-sectional flow velocities over the length of a fishholding chute. 2. PC programs were developed which are recommended to be used when calculating and designing fishways with continuous delivery of water along the length of the fish-holding chute. 3. Experimental data characterizing the projections of the total velocities of the added (detached) mass onto the direction of the velocity of the main flow were obtained. Experiments established that for the given problem the values of the varying mass coefficientsn do not change over the length of the fish-holding chute and do not depend on the character of the permeable barrier or investigated relations of the hydraulic and geometric parameters. The values ofn for calculating the hydraulic regimes should be taken within 0.145 and 0.160. 4. At the initial time of its movement toward the working chamber the stimulating device should be placed at a certain distance from the entry. This distance is calculated by the programs developed for a PC. Movement of the stimulating device leads to a change in the character of the addition and separation of discharges between the galleries and chute. This provides favorable hydraulic regimes in the fish-holding chute for the fish species being passed.</subfield>
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