Update app.py

app.py

@@ -396,6 +396,42 @@ def goda(Case, Hs, Hmax, h, d, h_acc, hc, T, beta, rho, slope_foreshore, B, lamb
 
 import streamlit as st
 
+#def main():
+#    st.title("Goda Horizontal Loading Calculator")
+#    # Display the image
+#    img = mpimg.imread('Goda_Suction.png')
+#    st.image(img, use_column_width=True)
+
+    # User Inputs
+#    Case_number = st.number_input("Case Number", value=3, min_value=1, step=1)
+#    B = st.number_input("Width of Wall", value=2.0, min_value=0.0)
+#    Bottom_of_Wall = st.number_input("Bottom of Wall", value=-11.92)
+#    Still_Water_Level = st.number_input("Stillwater Level", value=0.0)
+#    Top_of_Wall_Height = st.number_input("Top of Wall Height", value=7.27)
+#    Hs = st.number_input("Hs", value=4.5)
+#    T = st.number_input("T", value=7.0)
+#    beta = st.number_input("Beta", value=0.0)
+#    rho = st.number_input("Rho", value=2.0)
+    
+#    Pmin = st.number_input("Non-Dimensional Pmin (For Suction Loads - from Graphs Above)", value=0.4)
+#    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("Calculate"):
+#        result = goda(Case = Case_number, Hs=Hs, Hmax=Hmax, h=h, d=d, h_acc=h_acc, hc=hc, T=T,
+#            beta=beta, rho=rho, slope_foreshore=slope_foreshore, B = B, lambda_=lambda_, 
+#            Still_Water_Level = Still_Water_Level, Top_of_Wall_Height= Top_of_Wall_Height, 
+#            Bottom_of_Wall=Bottom_of_Wall, Pmin=Pmin, s=s, p2_bottom=p2_bottom )
+
 def main():
     st.title("Goda Horizontal Loading Calculator")
     # Display the image
@@ -416,22 +452,19 @@ def main():
     Pmin = st.number_input("Non-Dimensional Pmin (For Suction Loads - from Graphs Above)", value=0.4)
     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("Calculate"):
-        result = goda(Case = Case_number, Hs=Hs, Hmax=Hmax, h=h, d=d, h_acc=h_acc, hc=hc, T=T,
-            beta=beta, rho=rho, slope_foreshore=slope_foreshore, B = B, lambda_=lambda_, 
-            Still_Water_Level = Still_Water_Level, Top_of_Wall_Height= Top_of_Wall_Height, 
-            Bottom_of_Wall=Bottom_of_Wall, Pmin=Pmin, s=s, p2_bottom=p2_bottom )
 
+    if st.button("Run Dispersion"):
+        dispersion_result = dispersion(Hs, T, beta)
+        st.write("Dispersion Result:")
+        st.write("Wave Length:", dispersion_result["wave_length"])
+    
+    if st.button("Run Goda"):
+        goda_result = goda(Case=Case_number, Hs=Hs, Hmax=Hmax, h=h, d=d, h_acc=h_acc, hc=hc, T=T,
+            beta=beta, rho=rho, slope_foreshore=slope_foreshore, B=B, lambda_=lambda_,
+            Still_Water_Level=Still_Water_Level, Top_of_Wall_Height=Top_of_Wall_Height,
+            Bottom_of_Wall=Bottom_of_Wall, Pmin=Pmin, s=s, p2_bottom=p2_bottom)
+        st.write("Goda Result:")
+        st.write("Output:", goda_result)
        
 
 if __name__ == "__main__":