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, densimetric Froude number, the velocity ratio, the heat loss from the water surface, and several geometrical boundaries. They were derived by rewriting the equations of continuity, momentum, and energy, and boundary conditions to dimensionless forms. In the second report, a study was made experimentally to know the influence of three dimensionless factors, which were densimetric Froude number, the velocity ratio, and Froude number, on the temperature distribution, the decrease of maximum temperature, and V^* (the volume within iso-concentration contour) etc. And further the approximate equations for A^<**> (the cross sectional area within iso-concentration contour) and V^* were discussed by modifying the equations derived from the analysis of a simple dispersion model of warm water. The purpose of this paper is to investigate experimentally the influence of geometrical boundary conditions, which are the depth of conduit of warm water, the aspect ratio of conduit, and the width of open channel, on the dispersion of warm water. Ten experiments were performed in the range of D/H=0.1 to 0.8 to study the influence of the depth of conduit using a conduit of 50mm×20mm, where D is the depth of center of conduit from the water surface and H is the depth of channel water. Nine experiments and three experiments were carried out as to the shape of conduit and the width of channel respectively. The former was performed in the range of the aspect ratio B/C of 0.156 to 10 under B・C=1,000mm^2=const. The latter was performed in three rectangular open channels of W/H=2, 1.25, and 0.75, where W is the width of open channel. The measurements of temperatures were made using twenty Cr-Ar thermocouples of 0.1mm in diameter, a commercially available multipoint digital voltmeter, a micro-computer, and a perforator. The data were managed with a digital computer of high speed to obtain the co-ordinates of equi-temperature points, A^<**>, and V^*. The main experimental results are as follows. (1) The maximum temperature decreases rapidly with increase of the depth of conduit, and A_<max>^* (the maximum value of the cross sectional areas within iso-concentration contours) and V^* decrease in proportion to the depth of counduit. (2) The maximum temperature and V^* change not monotonously relative to the aspect ratio of conduit, but have maxima. A_<max>^* changes not so much when the aspect ratio is small, but decreases in proportion to the aspect ratio when it exceeds some value. (3) The width of channel influences considerably on the temperature distribution and A_<max>^* but influences little on the maximum temperature and V^* in the above-mentioned range of W/H. In addition it was confirmed that the values of A^<**> and V^* in these experiments were well expressed by the approximate equations shown in the previous report.
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