summaryrefslogtreecommitdiff
path: root/3720/CH13/EX13.9/Ex13_9.sce
diff options
context:
space:
mode:
Diffstat (limited to '3720/CH13/EX13.9/Ex13_9.sce')
-rw-r--r--3720/CH13/EX13.9/Ex13_9.sce17
1 files changed, 17 insertions, 0 deletions
diff --git a/3720/CH13/EX13.9/Ex13_9.sce b/3720/CH13/EX13.9/Ex13_9.sce
new file mode 100644
index 000000000..fdcc25aa0
--- /dev/null
+++ b/3720/CH13/EX13.9/Ex13_9.sce
@@ -0,0 +1,17 @@
+//Example 13_9
+clc;clear;funcprot(0)
+// Given values
+V_1=1.2;// The velocity in m/s
+y_1=0.80;// The flow depth in m
+gradz_b=0.15;// m
+g=9.81;// m/s^2
+
+// Calculation
+Fr_1=(V_1/sqrt(g*y_1));// The upstream Froude number
+y_c=(((y_1)^2*(V_1)^2)/(g))^(1/3);// The critical depth in m
+E_s1=y_1+(((V_1)^2)/(2*g));// The upstream specific energy in m
+// Solving equation y_2^3-(E_s1-gradz_b)y^2+(V_1^2)/(2*g)*y_1^2
+coeff=[1,-(E_s1-gradz_b),0,((V_1^2)/(2*g)*y_1^2)];
+y=roots(coeff);
+d=y_1-(y(1)+gradz_b);// Depression in m
+printf("The water surface is depressed over the bump in the amount of %0.2f m \n",d);