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-rw-r--r--629/CH5/EX5.2/ex5_2.txt3
-rw-r--r--629/CH5/EX5.2/example5_2.sce8
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diff --git a/629/CH5/EX5.2/ex5_2.txt b/629/CH5/EX5.2/ex5_2.txt
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+
+The discharge per meter width of the channel = 6.24 m^3/s per meter.
+ \ No newline at end of file
diff --git a/629/CH5/EX5.2/example5_2.sce b/629/CH5/EX5.2/example5_2.sce
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+clear
+clc
+//Example 5.2 FLOW IN SLOPING CHANNEL
+A=0.6; //depth[m]
+theta=30; //slope(degrees)
+V=12; //velocity[m/s]
+Q=V*cosd(theta)*A //discharge per meter[m^2/s]
+printf("\nThe discharge per meter width of the channel = %.2f m^3/s per meter.\n",Q) \ No newline at end of file