In the first report, it was shown that the factors which influenced on the dispersion of warm water into a rectangular open channel were Reynolds number, Froude number, the densimetric Froude number, the velocity ratio, the heat loss from the water surface, and five geometrical boundaries. They were derived by rewriting the equations of continuity, momentum, and energy, and boundary conditions to dimensionless forms under several reasonable assumptions. Above ten dimensionless factors influence on the temperature distributions, the decrease of maximum temperatures, the areas within iso-concentration contours in the cross sections of a open channel, the volumes within iso-concentration contours, etc.. In this paper, the influences of three dimensionless groups, which were the densimetric Froude number, the velocity ratio, and Froude number, were investigated experimentally. The experiments descrived herein were performed in three rectangular open channels 400cm long by 20cm wide by 10cm deep, 400cm by 15cm by 7.5cm, and 400cm by 10cm by 5cm, and in the following range of four dimensionless groups: the densimetric Froude number=0.68 to 2.53; the velocity ratio=0.24 to 2.17; Reynolds number=1370 to 4020; Froude number=0.088 to 0.174. The measurements of temperatures were made using Cr-Ar thermocouples of 0.1mm in diameter and a commercially available multipoint digital voltmeter, which was capable of measuring up to 50 variables. The flow rates in a open channel and of warm water were measured by means of rotormeters. The temperature of warm water and the flow rate of warm water were controlled within the range of ±0.15℃ and ±0.025l/min respectively. The main experimental results are as follows: (1) The influences of the densimetric Froude number The decrease of maximum temperatures becomes large in proportion to the densimetric Froude number. The maximum values of the areas within iso-concentration contours in the cross sections of a channel change not so much for the densimetric Froude number, but the volumes within iso-concentration contours become large with the decrease of the densimetric Froude number. (2) The influences of the velocity ratio The maximum temperatures become high with the decrease of the velocity ratio in the domain near the conduit of warm water, but in the down reaches they tend to become high with the increase of the velocity ratio. The maximum values of the cross sectional areas within iso-concentration contours become large in proportion to the velocity ratio. The volumes within iso-concentration contours become large with the increase of the velocity ratio when the velocity ratio is small, but when the velocity ratio exceeds some value, the relation that the volumes within iso-concentration contours are proportional to the velocity ratio does not hold good. (3) The influences of Froude number The influences of Froude number did not appear remarkably in the abovementioned range of Froude number. In addition to the above results, the relation between the maximum temperature and the distance from the conduit of warm water, the relation between the temperature and the cross sectional area within iso-concentration contour, and the relation between the temperature and the volume within iso-concentration contour were obtained by modifying a little the equations derived from the analysis of a simple dispersion model of warm water.
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