Fixed error/failure of link paths containing uppercase (needs lowercase)

Author: karenmai-usace

docs/desktop-applications/lifesim/applications-guide/v1.0/04-estimating-consequences-for-levees-and-floodwalls.mdx

@@ -163,7 +163,7 @@ Repeat this process for each of the study’s hydraulic scenarios.
 
 ## Emergency Planning Zones
 
-As described in the <Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/Summary-of-LifeSim-Inputs#emergency-planning-zones">Summmary of 
+As described in the <Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/summary-of-lifeSim-inputs#emergency-planning-zones">Summmary of 
 LifeSim Inputs, Emergency Planning Zones</Link> section, EPZs are polygons that allow LifeSim to have different warning and mobilization parameters 
 for different geographic areas and/or for areas that experience different flooding characteristics. For most levees and floodwalls, the shapefile used for 
 the EPZ should represent the leveed area. Otherwise, it is likely that both economic damages and life loss estimates would be inflated due to 

docs/desktop-applications/lifesim/applications-guide/v1.0/06-modeling-cascading-dam-failures-in-lifesim.mdx

@@ -80,15 +80,15 @@ zones (EPZ), structure inventories, creating alternatives, and simulating altern
 Importing hydraulic data for a cascading dam failure follows the same process as importing hydraulic data for a standard dam failure. Although there are
  multiple hazard occurrence times (i.e., multiple dam failures), LifeSim currently only allows the user to select one hazard occurrence time. For
 cascading dam failures, the most upstream dam is often the focus of the dam safety study (Modeling Option 1 described in 
-the <Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-LifeSim#purpose">Purpose</Link> section). To model 
+the <Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-lifesim#purpose">Purpose</Link> section). To model 
 cascading failures, it is easiest to select the hazard occurrence time based on the upstream dam failure, which is Oahe Dam in this example.
 
 Fort Randall Dam has a different breach initiation (or overtopping) time, but this will come into play when selecting warning times for the EPZs rather than 
 the hazard occurrence time (if using Modeling Option 2 discussed in 
-the <Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-LifeSim#purpose">Purpose</Link> section). Similarly, for all LifeSim models, the hazard occurrence time 
+the <Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-lifesim#purpose">Purpose</Link> section). Similarly, for all LifeSim models, the hazard occurrence time 
 is the first step in the warning and evacuation timeline. The imminent hazard identification times in the alternatives are relative to the hazard occurrence 
 time selected for each hydraulic scenario. This is discussed in more detail later in the 
-<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-LifeSim/#alternatives">Alternatives</Link> section.
+<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-lifesim/#alternatives">Alternatives</Link> section.
 
 ### Structure Inventory
 

docs/desktop-applications/lifesim/applications-guide/v1.0/08-estimating-life-loss-in-planning-comparing-alternatives-for-riverine-coastal-flooding.mdx

@@ -113,7 +113,7 @@ flooding begins at different times in various parts of the study area). In LifeS
 Occurrence time identified in the Hydraulic Data. However, you can account for various Hazard Occurrence times in the EPZs by manipulating the Imminent Hazard ID Times. 
 By delineating the EPZs based on flood timing/flood sources, you can warn various areas relative to when specific hazards occur. It is recommended to work with the PDT's 
 hydraulic engineer to better understand the flooding sources and flooding timing across the study area (see the 
-<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-LifeSim/#purpose">Modeling Cascading Dam
+<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-lifesim/#purpose">Modeling Cascading Dam
 Failures in LifeSim</Link> section for additional information).
 
 ##### Ala Wai EPZs
@@ -138,7 +138,7 @@ identification time (i.e., early hazard identification most likely results in lo
 life loss), which is why delineating the EPZs for Ala Wai based on flooding source and hydraulic timing is important. The warning times for each EPZ are
 discussed more in the <Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/estimating-life-loss-in-planning-comparing-alternatives-for-riverine-coastal-flooding#creating-alternatives">Creating 
 Alternatives, Ala Wai EPZ Imminent Hazard Identification Times</Link> section. The process for delineating the EPZs is discussed more in the 
-<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-LifeSim/#emergency-planning-zones">Modeling Cascading Dam
+<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/modeling-cascading-dam-failures-in-lifesim/#emergency-planning-zones">Modeling Cascading Dam
 Failures in LifeSim, Emergency Planning Zones</Link> section.
 
 <Figure

docs/desktop-applications/lifesim/applications-guide/v1.0/09-estimating-direct-economic-damages.mdx

@@ -52,7 +52,7 @@ in LifeSim.
 The Ala Wai LifeSim model utilized output from the Hydrologic Engineering Center’s River Analysis System (HEC-RAS) <Citation citationKey="HECRAS2024"/>. Ideally, 
 the HEC-RAS inputs should be in the form of Hierarchical Data Format (HDF) to streamline the process; this is the easiest way to calculate both direct economic 
 damages and life loss in one LifeSim model. However, summary grids (reference the 
-<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/using-summary-grids-in-LifeSim/#purpose">Using Summary Grids in LifeSim</Link> chapter) and
+<Link to="/docs/desktop-applications/lifesim/applications-guide/v1.0/using-summary-grids-in-lifesim/#purpose">Using Summary Grids in LifeSim</Link> chapter) and
 other hydraulic models could be utilized in LifeSim (reference the LifeSim 2.0 Technical Reference Manual <Citation citationKey="LifeSimTech2021"/> and the 
 <Link to="/docs/desktop-applications/lifesim/users-guide/v1.0/hydraulic-data">LifeSim Users Guide, Hydraulic Data</Link> for additional information). The HEC-RAS plan HDF file and 
 the HEC-RAS terrain HDF file are needed for each hydraulic scenario. Reference the