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| author | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
|---|---|---|
| committer | prashantsinalkar | 2017-10-10 12:27:19 +0530 |
| commit | 7f60ea012dd2524dae921a2a35adbf7ef21f2bb6 (patch) | |
| tree | dbb9e3ddb5fc829e7c5c7e6be99b2c4ba356132c /629/CH8/EX8.10/example8_10.sce | |
| parent | b1f5c3f8d6671b4331cef1dcebdf63b7a43a3a2b (diff) | |
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initial commit / add all books
Diffstat (limited to '629/CH8/EX8.10/example8_10.sce')
| -rw-r--r-- | 629/CH8/EX8.10/example8_10.sce | 13 |
1 files changed, 13 insertions, 0 deletions
diff --git a/629/CH8/EX8.10/example8_10.sce b/629/CH8/EX8.10/example8_10.sce new file mode 100644 index 000000000..c9179eecd --- /dev/null +++ b/629/CH8/EX8.10/example8_10.sce @@ -0,0 +1,13 @@ +clear
+clc
+//Example 8.10 MODELING FLOOD DISCHARGE OVER A SPILLWAY
+Lmp=1/49; //Lmp=(Lm/Lp)
+//Froude-number similitude
+//Vm/(g*Lm)=Vp/(g*Lp)
+Vm=1.2; //[m/s]
+Vp=Vm/(Lmp^(1/2))
+printf("\n The velocity in the prototype = %.1f m/s.\n",Vp)
+Amp=(Lmp)^2 //Ratio of areas, Amp=(Am/Ap)
+Qp=15000; //[m^3/s]
+Qm=Qp*Amp*Vm/Vp //[m^3/s]
+printf("\n The water flow rate in the model = %.2f m^3/s.\n",Qm)
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