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-rw-r--r--629/CH13/EX13.8/ex13_8.txt2
-rw-r--r--629/CH13/EX13.8/example13_8.sce8
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diff --git a/629/CH13/EX13.8/ex13_8.txt b/629/CH13/EX13.8/ex13_8.txt
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+
+ The flow of water over the weir = 0.096 m^3/s. \ No newline at end of file
diff --git a/629/CH13/EX13.8/example13_8.sce b/629/CH13/EX13.8/example13_8.sce
new file mode 100644
index 000000000..86af6e81b
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+clear
+clc
+//Example 13.8 FLOW RATE FOR A TRIANGULAR WEIR
+H=0.43; //head on weir[m]
+g=9.81; //[m/s^2]
+//Discharge
+Q=0.179*sqrt(2*g*(H^5)) //[m^3/s]
+printf("\n The flow of water over the weir = %.3f m^3/s.\n",Q) \ No newline at end of file