Stormwater & Hydrology Calculators

Design Storm
From local IDF curve
From Tab 2 or manual
Catchment Surfaces
Catchment Area
Weighted Runoff Coefficient C
ratio
Greenfield Equivalent Flow
L/s (C=0.10)
Required Attenuation
L/s
Total Storm Volume
(during Tc)
Design Storm Comparison
ARIIntensity (mm/hr)Peak Q (L/s)
Formula: Q = C × I/3600 × A (m³/s) = C × I × A/360 (L/s). Greenfield C≈0.10.
Flow Path Segments
Total Path Length
m
Flow Path Description
segments
Segment Times
SegmentLength (m)Slope (%)Velocity (m/s)Time (min)
Contributing Catchment
WQ storm
Rain Garden Design
Design WQ Volume
Area Ratio
% of catchment
Infiltration Drawdown Time
hrs
Filter Medium Volume
Check Drain / Underdrain
Recommended planting: wet-tolerant species such as Iris pseudacorus, Caltha palustris, Scirpus spp. for zone 1 (0–150mm ponding); Juncus spp., Filipendula ulmaria for zone 2 (0–75mm); drought/wet tolerant shrubs (Cornus sericea, Salix purpurea) for berm.
Catchment & Storm
From Tab 1
Bioretention Properties
CIRIA C753 recommended
Storage Volume (Ponding)
Filter Media Volume
Drawdown Time
hrs
Underdrain Capacity
L/s
CIRIA C753 Compliance
Expected Pollutant Removal
PollutantTypical Removal %
Total Suspended Solids (TSS)85%
Total Phosphorus (TP)65%
Total Nitrogen (TN)45%
Heavy Metals (Zn, Cu, Pb)80%
Bacteria / Pathogens70%
Paving System
Clogging factor — typically 0.5 for long-term design
Sub-base Profile
Effective Infiltration Rate
mm/hr
Time to Fill Sub-base
hrs
Drainage Drawdown Time
hrs
Annual Volume Captured
/yr
SuDS Hierarchy Position
Source Control
tier 1
Maintenance Interval
recommended schedule
Surface Capacity vs Storm
SuDS Source Control Check
Catchment & Hydrology
Pond Geometry
Outlet Structure
Required Attenuation Vol
Outlet Flow at Design Head
L/s
Drawdown Time
hrs
Volume Adequate
Freeboard Check
CIRIA C753: sizing based on volume-balance method. Orifice flow: Q = Cd×A×√(2gH), Cd=0.6. V-notch: Q = (8/15)×Cd×tan(θ/2)×√(2g)×H^2.5. Pond volume at design level = surface area × design depth (simplified rectangle). Freeboard ≥500mm above design water level required.