Merge pull request #11 from dbrakenhoff/dev

style nbs the same way

Author: dbrakenhoff

bruggeman/flow2d.py

@@ -40,8 +40,7 @@ def bruggeman_355_19(
     zeta = x + z * 1j
     w = np.tanh(np.pi * zeta / (2 * D)) / np.tanh(np.pi * (L - B) / (2 * D))
     m = (np.tanh(np.pi * (L - B) / (2 * D)) / np.tanh(np.pi * (L + B) / (2 * D))) ** 2
-    omega = k * h / ellipk(m) * ellipf(np.arcsin(w), m)
-    return omega
+    return k * h / ellipk(m) * ellipf(np.arcsin(w), m)
 
 
 @latexify_function(

docs/examples/bruggeman_128_0x.ipynb

@@ -10,7 +10,7 @@
     "tags": []
    },
    "source": [
-    "# 128.0x Tidal fluctuation of open water."
+    "# 128.0x: Tidal fluctuation of open water."
    ]
   },
   {

docs/examples/bruggeman_133_1x.ipynb

@@ -5,7 +5,7 @@
    "id": "0",
    "metadata": {},
    "source": [
-    "# 133.1x Confined flow with precipitation\n",
+    "# 133.1x: Confined flow with precipitation\n",
     "\n",
     "## Transient solution (133.16)\n",
     "This notebook shows the Bruggeman solution for:\n",

docs/examples/bruggeman_355_19.ipynb

@@ -5,7 +5,7 @@
    "id": "913772fb-2212-4c05-bb60-d206f265a613",
    "metadata": {},
    "source": [
-    "### Solution 355.19: Drainage canal on top of confined aquifer\n",
+    "# 355.19: Drainage canal on top of confined aquifer\n",
     "\n",
     "Drainage canal on top of a confined aquifer of finite thickness near an open boundary.\n",
     "\n",