Liana Wong

Journal Entry For
Module 9 - Make Your Pitch
ACC Folder Link
Link to Student

RoofHarvest

Intended users

  • Urban farming startups
  • City planners & sustainability consultants
  • Architects & green building engineers
  • Nonprofits promoting food and climate justice
  • Developers pursuing LEED / Living Building Challenge credits

Need you’re trying to provide a solution or support for

In the face of pollution and climate change, LEED implementation in the AEC industry is increasingly prominent to promote a sustainable built environment. One way to achieve LEED points is through the use of green rooftops, as urban rooftops are a largely underutilized resource. As cities face increasing pressure to address food insecurity, climate resilience, and sustainable infrastructure, rooftops present a powerful opportunity. However, designing multifunctional green roofs is complex and time-consuming. Designers must juggle various priorities, including maximizing food yield while capturing solar energy (for building usage) and reducing runoff by retaining stormwater, all while not exceeding roof load limits. This tool enables designers to explore rooftop layouts and understand the trade-offs between yield, energy, water, and structural considerations, facilitating a holistic approach that addresses all design objectives.

Inputs

Variable Input
Description
Range
Purpose
Length_A
Length of main (longer) wing of L-shaped roof
40-60m
Adjusts footprint and area
Width_A
Width of main wing
40-60m
Adjusts footprint and area
Length_B
Length of offset wing
5-30m
Adjusts footprint and area
Width_B
Width of offset wing
5-30m
Adjusts footprint and area
PV allocation (%)
% of roof area dedicated to PV panels
0-50%
Balances food vs. energy production
Irrigation type
Efficiency of water delivery
Drip (90%), Spray (70%), Manual (60%)
Affects water consumption
Sun exposure (%)
% of area with full sunlight
60-100%
Impacts yield & PV energy
Path spacing (%)
% of roof area reserved for access for garden and panel maintenance
5-25%
Ensures accessibility for maintenance
Constant Input
Value
Description
Location
San Francisco, CA
Sets rainfall & solar radiation
Rainfall intensity
25 mm/hr
For stormwater retention calculations
Structural weight limit
150 kg/m²
Max roof load to avoid overloading
Crop type
Leafy greens (lettuce, kale)
Standardized yield/water data
Yield rate
2.5 kg/m²/month
Based on typical leafy green crops
Water usage rate
5 L/m²/day
For irrigation demand
Soil & water load
70 kg/m²
For live load calculation
Solar radiation
4.5 kWh/m²/day
San Francisco average
PV efficiency
17%
For solar energy output

Underlying logic of the model you’ll implement

1. Geometry Calculation (Rooftop Shape)

  • Form L-shape by:
  • Creating Rectangles A and B from Length and Width inputs
  • Polycurve the points together
  • Constraint: Area ≤ 1800 m²

2. Solar Exposure Analysis

  • Run Revit Solar Analysis for roof surface to map sun values to grid points (UV coordinates)
  • Threshold sun values to allocate zones for each category
    • High sun (> 4.0) → PV
    • Medium sun (2.0 - 4.0) → Crops
    • Low sun (< 2.0) → Access paths
  • Potentially apply smoothing or clustering (e.g., region growing) to create usable geometry areas

3. Crop Area Metrics

  • Crop Area = Sum of grid cells tagged as “Crop Zone”
  • Crop Yield = Crop Area × 2.5 kg/m²/month
  • Irrigation Demand = (Crop Area × 5 L/m²/day)/(Irrigation Efficiency)
    • Where irrigation efficiency depends on the type of irrigation
  • Crop Load = Crop Area × 70 kg/m²
    • To calculate live structural load for safety verification

4. PV Panel Metrics

  • PV Energy = PV Area × 4.5 kWh/m²/day × 365 × 0.17
  • PV Load= PV Area × 15 kg/m²
    • Assumes standard rooftop solar panels (with racking and ballast)
    • To calculate live structural load for safety verification

5. Stormwater Retention Metric

  • Stormwater Retained = Crop Area × Rainfall Depth × Retention Coefficient × 1000
    • Rainfall depth (San Francisco): 0.025 m
    • Retention coefficient (for intensive green roof): 0.8

6. Structural Load Check

  • Avg Load (kg/m²) = (Crop Load + PV Load) / Usable Area
  • Check Avg Load ≤ 150 kg/m² ⇒ Pass/Fail

7. Compare outputs for optimization

Choice
Goal
Pros
Cons
Crop
Maximize
High yield, high retention
Heavy load, less energy (PV area)
PV
Maximize
High clean energy
Less food & water retention (less crop area)
Irrigation Demand
Minimize
Saves water
May constrain yield if too aggressive
Stormwater Retention
Maximize
Minimize irrigation needed, improves resilience
Requires more crop area, reduces PV
Total Load
Minimize
Stay within load capacity for safety
Limits productive area

Outputs

Output
Unit
Significance
Total usable area
Base constraint  (≤ 900 m²)
Crop area
Drives yield, water use, and load
PV area
Drives energy output
Access (pathway) area
Affects access and layout feasibility
Estimated crop yield
kg/month
Monthly production estimate of vegetables, helping quantify the urban food supply potential of the roof.
Irrigation demand
L/day
Assess the daily water usage for maintenance and sustainability.
Stormwater retention
L/event
Reduces urban runoff; green infrastructure metric
Structural load
kg/m²
Must be ≤ 150 kg/m² (Pass/Fail check)
PV Energy Output
kWh/year
Measures how much clean energy the roof can generate. Useful for offsetting building energy loads or feeding into a grid.