- 11 Aug 2022
- 2 Minutes to read
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Checks
- Updated on 11 Aug 2022
- 2 Minutes to read
- Print
The checks are arranged by subject and node type. There are five different subject areas: Sections, Spills / Floodplains / Reservoirs, Structures, Boundaries and GIS /Floodmapping. Each of these is further broken down into sub-sections which are listed below.
It is possible to run all the selected checks by selecting the "Health Check" check box at the top of the list, individual checks by using the individual "Check" button next to the required test, or multiple checks, by selecting multiple check boxes. The Health Check will automatically generate a pre-formatted RTF (rich-text format) report that can be viewed in any text editor.
The following checks are arranged in the following subject and sub-sections.
Sections
General
Distance To Next vs Node Name
Nodes With Zero Initial Levels
Nodes With Below Invert Initial Conditions
River Sections
Panel Marker Existence
Left / Right Bank Markers
River Sections Cut Back (With Spills)
River Sections Cut Back (All Sections)
River Sections LiDAR / SAR Extension Disjoints
Glass Walling Against Max Stage CSV File
Roughness
Floodplain Roughness (Out of Bank Rougher Than In Bank)
Manning's Roughness In Range
Neighbouring Section Roughness Rate of Change Comparison
Storage To Flow Floodplain Changes
Node Spacing Analysis
Distance < 20 x Top Width Check (Initial Conditions)
Slope Distance to Next Check (1/(2s))
Erratic Node Spacing
Distance To Next Realism
Spills / Floodplains / Reservoirs
Out Of Bank
Spill / Floodplain Length vs Distance To Next
Spill / Floodplain Elevations Matches Section Bank Elevations
Locate Side Spills / Floodplains With Default Coefficients
Reservoir To Reservoir Spills / Floodplains Default Coefficients
Other Default Coefficients
Spill / Floodplain High Coefficient
Spill / Floodplain Low Coefficient
Spill / Floodplain Modular Limits Checking
In Bank
Spill Invert Above Channel Invert
Reservoirs
Reservoir Initial Elevation
Structures
- Weirs / Sluices / Orifices
- Bypass Spills
- P1 / P2 Inverts
- Weir Crest’s Above Channel Inverts
- Weir Modular Limits Checking
- Losses
- Bernoulli Loss Elevation To Invert
- Bernoulli Loss Spill Bypass
- General Loss Spill Bypass
- Culverts
- Culvert Spill Bypass
- Culverts Without Inlets And Outlets
- Culverts With No Entry or Exit Structures
- Culvert With No Entry and Exit Coefficients
- Culvert Inlet and Outlet Orientation
- Bridges
- Bridge Spills
- Bridge Spring Points / Spring Elevations
- Bridge Manning's n Values
Boundaries
FEH / ReFH
FEH / ReFH Storm Duration Consistency
FEH / ReFH Return Period Consistency
FEH / ReFH Hydrological Scaling Factor Consistency
ReFH
DDF Parameters Consistency Check
GIS / Floodmapping
- Check for Missing GIS Data (Entire Model)
- Looped GIS Data
- Intersecting Cross-Sections
- Intersecting Spills / Floodplains
- Intersecting Spills / Floodplains with Sections
- Spill Orientation
When running a number of checks, other default checks are also carried out automatically in the background. These checks are:
Flat Spills
Floodplain Units In Line
Mismatched FEH / ReFH Hydrology
Pumps with Single Pump Point Curves
IXY / GXY file check
Artificial V’s in Spills
Artificial V’s in River