Update app.py

app.py

@@ -453,8 +453,16 @@ def main():
     s = st.number_input("Non-Dimensional s (For Suction Loads - from Graphs Above)", value=0.5)
     p2_bottom = st.number_input("Non-Dimensional p2 (For Suction Loads - from Graphs Above)", value=0.55)
 
+    Hmax = Hs*1.8                                 #design wave height, equal to the mean of the highest 1/250 of the wave heights [m].
+    h = Still_Water_Level - Bottom_of_Wall        #water depth [m]
+    d = h                                         #water depth in front of the caisson, on top of the foundation [m]
+    h_acc = h                                     #submerged depth of the caisson [m]
+    hc = Top_of_Wall_Height - Still_Water_Level   #height of the caisson above the water line [m]
+    slope_foreshore = [1,100]                     #slope of the foreshore [rad]
+    lambda_=[1,1,1]
+    
     if st.button("Run Dispersion"):
-        dispersion_result = dispersion(Hs, T, beta)
+        dispersion_result = dispersion(T=T, h=h)
         st.write("Dispersion Result:")
         st.write("Wave Length:", L)