Model submission checklist
Model submission checklist detailed models
Development/project:
Application number:
1
Water
Item
Description
1.1
Model
1.1.1
Model file(s) on CD/DVD/USB
Y/N
1.1.2
Model format – convertible to EPANet
Y/N
1.1.3
Model file contains only design solutions and options referred to
in design/planning report
Y/N
1.1.4
Design solutions clearly marked in model
Y/N
1.1.5
Model setup summary table completed
Y/N
1.1.6
1.1.7
Peak day analysis completed for design solution (3 day
simulation
95% Peak day analysis completed for design solution (7 day
simulation)
Checked
Software:
Y/N
Y/N
1.1.8
Peak hour analysis completed for design solution
Y/N
1.1.9
Fire fighting analysis completed for design solution
Y/N
1.2
Reporting
1.2.1
Modelling/design report/planning report completed
Y/N
1.2.2
Model includes scenarios of any options discussed in report
Y/N
1.2.3
Report:
(a)
Development application number if applicable
Y/N
(b)
Development description
Y/N
REVISION DATE >> 7 MAY 2014
Notes
Townsville City Plan Attachment E SC6.4.3.23
(c)
(d)
(e)
Demand calculations for all design horizons
Description of options tested and reasons for failure or
compliance against design standards
Options analysis (including NPV, Triple Bottom Line Analysis)
and reasoning for selection of preferred option
Y/N
Y/N
Y/N
(f)
Tables:
(f)(i)
Node label and demand
Y/N
(f)(ii)
Peak hour results
Y/N
(f)(iii)
Node label, elevation, pressure, hydraulic grade line
Y/N
(f)(iv)
Pipe label, flow rate, velocity, hydraulic gradient
Y/N
(f)(v)
Fire fighting results
Y/N
Node label, required fire fighting flow and pressure, available fire
fighting flow, ‘satisfies fire fighting requirements Y/N’
Y/N
(g)
1.3
Excel Charts:
Pump station system resistance curve with pump selection
overlaid (if applicable), duty point marked
Y/N
Water Model RPEQ Certification Statement
Y/N
REVISION DATE >> 7 MAY 2014
Townsville City Plan Attachment E SC6.4.3.23
2
Sewer
Item
Description
2.1
Model
2.1.1
Model file(s) on CD/DVD/USB
Y/N
2.1.2
Model format
Y/N
2.1.3
Model file contains only design solutions and options referred to
in design/planning report
Y/N
2.1.4
Design solutions clearly marked in model
Y/N
2.1.5
Model setup summary table completed
Y/N
2.1.6
2.1.7
Peak day analysis completed for design solution (3 day
simulation
95% Peak day analysis completed for design solution (7 day
simulation)
Checked
Y/N
Peak hour analysis completed for design solution
Y/N
2.1.9
Fire fighting analysis completed for design solution
Y/N
2.2
Reporting
2.2.1
Modelling/design report/planning report completed
Y/N
2.2.2
Model includes scenarios of any options discussed in report
Y/N
2.2.3
Report:
(a)
Development application number if applicable
Y/N
(b)
Development description
Y/N
(d)
(e)
Sewer flow calculations (Manhole and catchment loads) for all
design horizons
Description of options tested and reasons for failure or
compliance against design standards
Options analysis (including NPV, Triple Bottom Line Analysis)
and reasoning for selection of preferred option
Y/N
Y/N
Y/N
(f)
Tables:
(f)(i)
Manhole label and demand
Y/N
(f)(ii)
Peak wet weather flow results:
Y/N
Manhole maximum hydraulic grade line
Y/N
Is manhole surcharged?
Y/N
Gravity pipe flow depth as percentage of diameter
Y/N
REVISION DATE >> 7 MAY 2014
Software:
Y/N
2.1.8
(c)
Notes
Townsville City Plan Attachment E SC6.4.3.23
(g)
2.3
Gravity pipe flow velocity
Y/N
Pressure main velocity
Y/N
Excel Charts:
Pump station system resistance curve with pump selection
overlaid (if applicable), duty point marked
Y/N
Sewer Model RPEQ Certification Statement
Y/N
REVISION DATE >> 7 MAY 2014
Townsville City Plan Attachment E SC6.4.3.23
REVISION DATE >> 7 MAY 2014
Townsville City Plan Attachment E SC6.4.3.23