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General
How to check the exported DWG Invert Level (IL) and X,Y coordinates from 3D view is preserved?
MiTS 2.11 vs MiTS 3.1 Performance Comparison
Improved Horizontal Clash Analysis Benchmark
Clash Point Solution
Exporting MiTS 3D view to SketchUp
Earthwork
EW volume comparison between DTM vs Grid Method and End Area Method
EW volume comparison between MiTS 1 and MiTS 2
The DTM method and accuracy of MiTS 2 Earthwork
The Comparison of Earthwork Cut and Fill for As-Built
MiTS Earthwork self verification and verification with Civil 3D
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Road Widening on Curves
What is Transition Length, Road Runoff and Road Runout on Tangent
Drain
Benchmark of Equations for Pipe and Box Culvert
Composite Drain Benchmark
Drainage and Sewerage Benchmark per Pipe Basis
How Does MiTS Calculate Maximum Water Depth in Drain?
Water
Benchmark of Pumping Station Design
Water Reticulation Benchmark
Manual headloss calculation benchmark with MES software
Benchmark of Result between Water Reticulation module in MiTS and EPA Net
Sewer
Drainage and Sewerage Benchmark per Pipe Basis
MSMA
Comparison of OSD results between software calculation and excel spreadsheet using ‘Swinburne Method’
Comparison of OSD results between software calculation and excel spreadsheet using ‘Simplified Method’
Benchmark of Equations for Pipe and Box Culvert
Manual Result vs MES Software Result (SUStoM)
Mapping The Results of MiDUSS to MiTS Software
Different Soil Erodibility Factor K Equation Calculation in MiTS to MSMA 2
Time Area Method Detention Pond Benchmark MSMA 2nd Appendix 2.F2
Benchmark for Rational Detention Pond Method– MSMA 2 Appendix 7A
Stormwater
Improvement of Stormwater Module in MiTS 3 over MSMA Module
Benchmark of Result Between Stormwater Module and Detention Pond in MSMA Module
Benchmark of Result Between Stormwater Module in MiTS 3 and EPA SWMM
Benchmark of Analysis and Design Result in Stormwater Module in MiTS 3
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