diff --git a/Manuals/FDS_User_Guide/FDS_User_Guide.tex b/Manuals/FDS_User_Guide/FDS_User_Guide.tex
index dbae6a77804..2cf9464fab0 100644
--- a/Manuals/FDS_User_Guide/FDS_User_Guide.tex
+++ b/Manuals/FDS_User_Guide/FDS_User_Guide.tex
@@ -4191,10 +4191,10 @@ \section{Pressure Boundary Conditions}
             .
 \end{lstlisting}
 The use of a {\em dynamic pressure} boundary affects the FDS algorithm as follows.  At \ct{OPEN} boundaries, the hydrodynamic pressure (head) $\cH$ is specified as
-\begin{eqnarray}
-\cH &=& \mbox{\ct{DYNAMIC_PRESSURE}}/\rho_\infty + {|\mathbf{u}|^2}/2 \quad  \mbox{(outgoing)}  \nonumber \\
-\cH &=& \mbox{\ct{DYNAMIC_PRESSURE}}/\rho_\infty \quad                       \mbox{(incoming)}
-\end{eqnarray}
+\begin{align}
+\cH &= \text{\tt{DYNAMIC\_PRESSURE}}/\rho_\infty + {|\mathbf{u}|^2}/2 && \text{(outgoing)} & \nonumber \\
+\cH &= \text{\tt{DYNAMIC\_PRESSURE}}/\rho_\infty                      && \text{(incoming)} &
+\end{align}
 where $\rho_\infty$ is the ambient density and $\mathbf{u}$ is the most recent value of the velocity on the boundary.
 The \ct{PRESSURE_RAMP} allows for alteration of the pressure as a function of time. Note that you do not
 need to ramp the pressure up or down starting at zero, like you do for various other ramps.
@@ -7742,11 +7742,11 @@ \section{Level Set Model for Wildland Fire Spread}
 \end{sidewaystable}
 
 \subsection{Custom Wind Speed Function}
-The default Rothermel-Albini formulation~\cite{Rothermel:1972,Albini:1976} represents the influence of wind on the head fire spread rate as  
+The default Rothermel-Albini formulation~\cite{Rothermel:1972,Albini:1976} represents the influence of wind on the head fire spread rate as
 \be
    R = R_{\rm 0} \, (1+\phi_{\rm W})
 \ee
-where the no-wind, no-slope spread rate, $R_{\rm 0}$, is increased by a factor $\phi_W$, which is a function of the wind speed. In the default model the wind speed is taken as the value at mid-flame height, $U_{\rm mf}$.  
+where the no-wind, no-slope spread rate, $R_{\rm 0}$, is increased by a factor $\phi_W$, which is a function of the wind speed. In the default model the wind speed is taken as the value at mid-flame height, $U_{\rm mf}$.
 
 This introduces two complications. The first is determining the functional form of $\phi_W$. The default formulation is an empirical function which depends on fuel bed properties. However, this has not been rigorously validated for all possible fuel configurations - the original fit was determined with just three fuel bed types~\cite{Rothermel:1972}. In addition, the relationship assumes a reference wind which is unaffected by the fire, which can be contradictory to the approach of \ct{LEVEL_SET_MODE=4}. Therefore, it may be preferable to specify a custom function $\phi_W$ to better match observational data for a given fuel type. This can be done by specifying a \ct{RAMP} using \ct{VEG_LSET_WIND_RAMP}:
 \begin{lstlisting}
diff --git a/Source/geom.f90 b/Source/geom.f90
index 0f2fc59fe5a..2c01d6265e1 100644
--- a/Source/geom.f90
+++ b/Source/geom.f90
@@ -4349,6 +4349,8 @@ SUBROUTINE GET_EXT_INB_CUTFACES_TO_CFACE
          CASE(KAXIS)
             ADDMAT(KAXIS,LOW_IND)  = -(ZF_MAX-ZS_MIN) ! -DZ(VT%K1)
             ADDMAT(KAXIS,HIGH_IND) =  (ZF_MAX-ZS_MIN) !  DZ(VT%K2)
+         CASE DEFAULT
+            CYCLE VENT_LOOP
          END SELECT
          ! CFACE Loop to modify SURF_INDEX in INTERNAL_CFACE_CELLS:
          CFACE_LOOP_2 : DO CFACE_INDEX_LOCAL=INTERNAL_CFACE_CELLS_LB+1,INTERNAL_CFACE_CELLS_LB+N_INTERNAL_CFACE_CELLS
@@ -4360,6 +4362,7 @@ SUBROUTINE GET_EXT_INB_CUTFACES_TO_CFACE
             IF (BC%Y > Y(VT%J2)+ADDMAT(JAXIS,HIGH_IND)) CYCLE CFACE_LOOP_2
             IF (BC%Z < Z(VT%K1)+ADDMAT(KAXIS,LOW_IND )) CYCLE CFACE_LOOP_2
             IF (BC%Z > Z(VT%K2)+ADDMAT(KAXIS,HIGH_IND)) CYCLE CFACE_LOOP_2
+            CFA%VENT_INDEX = IVENT
             CFA%SURF_INDEX = VT%SURF_INDEX
          ENDDO CFACE_LOOP_2
       ENDDO VENT_LOOP
diff --git a/Source/read.f90 b/Source/read.f90
index 8634af60f9c..c1058c410b3 100644
--- a/Source/read.f90
+++ b/Source/read.f90
@@ -12228,7 +12228,7 @@ SUBROUTINE READ_VENT
 
                ! If the VENT is on a GEOM do not reject (further setup in READ_GEOM)
 
-               IF (GEOM) REJECT_VENT = .FALSE.
+               IF (GEOM .AND. .NOT.(TERRAIN_CASE .AND. ALL(XB(1:6)>-1.01E6_EB))) REJECT_VENT = .FALSE.
 
                ! If the VENT is rejected, cycle
 
@@ -12584,6 +12584,12 @@ SUBROUTINE READ_VENT
          CALL SHUTDOWN(MESSAGE,PROCESS_0_ONLY=.FALSE.) ; RETURN
       ENDIF
 
+      ! Special treatment for coloring GEOM surface with HVAC_BOUNDARY
+
+      IF (VT%GEOM .AND. VT%BOUNDARY_TYPE==HVAC_BOUNDARY) THEN
+         SURFACE(VT%SURF_INDEX)%RGB = (/0,128,0/) ! green
+      ENDIF
+
    ENDDO VENT_LOOP_2
 
    ! Compute vent areas and check for passive openings
@@ -12680,6 +12686,7 @@ SUBROUTINE SET_VENT_DEFAULTS
 UVW               = -1.E12_EB
 VEL_RMS           = 0._EB
 XYZ               = -1.E6_EB
+XB                = -1.E6_EB
 
 END SUBROUTINE SET_VENT_DEFAULTS
 
diff --git a/Verification/FDS_Cases.sh b/Verification/FDS_Cases.sh
index adb9f2a1473..377b0235d86 100755
--- a/Verification/FDS_Cases.sh
+++ b/Verification/FDS_Cases.sh
@@ -880,6 +880,8 @@ $QFDS -d WUI LS_ellipse_0ms_00deg.fds
 $QFDS -d WUI LS_ellipse_5ms_00deg.fds
 $QFDS -d WUI LS_ellipse_0ms_30deg.fds
 $QFDS -d WUI LS_ellipse_5ms_30deg.fds
+$QFDS -d WUI LS_wind_ramp_lin.fds
+$QFDS -d WUI LS_wind_ramp_quad.fds
 $QFDS -d WUI LS4_ember_ignition.fds
 $QFDS -d WUI LS4_ember_yield.fds
 $QFDS -d WUI Morvan_TGA.fds