diff --git a/docs/core/equations.qmd b/docs/core/equations.qmd
index 92d5d258f..2546c454e 100644
--- a/docs/core/equations.qmd
+++ b/docs/core/equations.qmd
@@ -149,12 +149,14 @@ plt.show()
 The precipitation term is given by
 
 $$
-    Q_P = P \cdot A(u).
+    Q_P = P \cdot A.
 $$ {#eq-precip}
 
-Here $P = P(t)$ is the precipitation rate and $A$ is the wetted area. $A$ is a
-function of the storage $u = u(t)$: as the volume of water changes, the area of the free water
-surface may change as well, depending on the slopes of the surface waters.
+Here $P = P(t)$ is the precipitation rate and $A$ is the maximum area given in the `Basin / profile` table.
+Precipitation in the Basin area is assumed to be directly added to the Basin storage.
+The modeler needs to ensure all precipitation enters the model, and there is no overlap in the maximum profile areas, else extra water is created.
+If a part of the catchment is not in any Basin profile, the modeler has to verify that water source is not forgotten.
+It can for instance be converted to a flow rate and added to a Basin as a FlowBoundary.
 
 ## Evaporation
 
@@ -192,7 +194,7 @@ MODFLOW 6 boundary conditions in the basin:
 
 $$
     Q_\text{inf} = \sum_{i=1}^{n} \sum_{j=1}^{m} \max(Q_{\mathrm{mf6}_{i,j}}, 0.0)
-$$ {#eq-inf}.
+$$ {#eq-inf}
 
 Where $i$ is the index of the boundary condition, $j$ the MODFLOW 6 cell index,
 $n$ the number of boundary conditions, and $m$ the number of MODFLOW 6 cells in