Haiti model data structure

model.yml

# Summary:
# The several cost tables and matrices depend on a series of road properties.
# The breakdown below represents the Mozambique data model and will have to be
# adapted for the Haiti case. Some properties are likely to be replaced and
# others removed
# 
# Needed values:
# targetSurfType - Matrix for the resulting surface type after a given improvement is applied.
# 
# targetSurfaceCategory - Matrix for the resulting surface status after a given improvement is applied.
# 
# defaultAADT - Sensible defaults for road segments with AADT of 0.
# 
# bridgeConditionRates - Condition rate of the bridge or culvert.
# 
# roadUserCost - Road User Cost (RUC) in dollar/km per type of road.
# 
# interventionCost - Cost of each one of the interventions.
# 
# maintenanceCost - Maintenance values for the road agency.
# 
# repairCostRoad - Repair cost of a road per kilometer after a flood.
# 
# floodRepairTime - Flood repair time in hours / km.
# 
# designStandard -  For which return period were the bridges and culverts designed for.


######################################
# Breakdown of all current values

# Matrix for the resulting surface type after a given improvement is applied.
targetSurfType:
  upgrade-gravel: gravel
  upgrade-asphalt: asphalt
  rehab-earth: earth
  rehab-gravel: gravel
  rehab-asphalt: asphalt

# Matrix for the resulting surface status after a given improvement is applied.
targetSurfaceCategory:
  upgrade-gravel: unpaved
  upgrade-asphalt: paved
  rehab-earth: unpaved
  rehab-gravel: unpaved
  rehab-asphalt: paved

# Sensible defaults for road segments with AADT of 0
defaultAADT:
  primary: 1000
  secondary: 500
  tertiary: 100
  vicinal: 0

# Condition rate of the bridge or culvert. To be applied to the damage to
# account for the fact that the condition of the structure will influence how
# much damage it takes.
bridgeConditionRates:
  poor: 0.3
  fair: 0.5
  good: 0.7

# Road User Cost (RUC) in dollar/km per type of road
roadUserCost:
  asphalt: 0.23
  gravel: 0.27
  earth: 0.3

# Cost of each of the interventions. Units are:
#   - usd/meters for bridges
#   - usd/km for general interventions
#   - usd/unit for culverts
interventionCost:
  # In the case of general interventions it is the cost of applying the
  # intervention on a given road type.
  general:
    upgrade-gravel:
      primary: 60000
      secondary: 60000
      tertiary: 60000
      vicinal: 60000
    upgrade-asphalt:
      primary: 1000000
      secondary: 1000000
      tertiary: 550000
      vicinal: 550000
    rehab-earth:
      primary: 5000
      secondary: 5000
      tertiary: 5000
      vicinal: 5000
    rehab-gravel:
      primary: 28000
      secondary: 28000
      tertiary: 28000
      vicinal: 28000
    rehab-asphalt:
      primary: 320000
      secondary: 215000
      tertiary: 215000
      vicinal: 215000
  # In the case of interventions on culverts it is the cost of applying
  # an intervention on a type of road with a given surface
  culverts:
    culverts-replace:
      paved:
        primary: 11000
        secondary: 11000
        tertiary: 11000
        vicinal: 11000
      unpaved:
        primary: 11000
        secondary: 11000
        tertiary: 11000
        vicinal: 11000
    culverts-repair:
      paved:
        primary: 10000
        secondary: 10000
        tertiary: 10000
        vicinal: 10000
      unpaved:
        primary: 11000
        secondary: 11000
        tertiary: 11000
        vicinal: 11000
  # Bridges improvements are applied the same way as culverts.
  bridges:
    bridges-repair:
      paved:
        primary: 44000
        secondary: 44000
        tertiary: 44000
        vicinal: 44000
      unpaved:
        primary: 44000
        secondary: 44000
        tertiary: 44000
        vicinal: 44000

# Maintenance values for the road agency:
#  - recurrent are annual costs per kilometer
#  - periodic are costs per kilometer which occur at the interval
#  - interval in years
# 
# Costs are calculated taking into account the surface type and road condition.
maintenanceCost:
  asphalt:
    good:
      recurrent: 1250
      periodic: 8571
      interval: 9
    fair:
      recurrent: 1500
      periodic: 8751
      interval: 9
    poor:
      recurrent: 750
      periodic: 19286
      interval: 9
  gravel:
    good:
      recurrent: 626
      periodic: 2143
      interval: 1
    fair:
      recurrent: 750
      periodic: 2143
      interval: 1
    poor:
      recurrent: 375
      periodic: 12143
      interval: 1
  earth:
    good:
      recurrent: 225
      periodic: 571
      interval: 4
    fair:
      recurrent: 300
      periodic: 571
      interval: 4
    poor:
      recurrent: 150
      periodic: 5714
      interval: 4
  baseline:
    good:
      recurrent: 113
      periodic: 286
      interval: 8
    fair:
      recurrent: 150
      periodic: 286
      interval: 8
    poor:
      recurrent: 75
      periodic: 2857
      interval: 8

# Repair cost of a road per kilometer after a flood
# low, medium, high refers to severity of flood
# Cost is per severity - road surface - road type
repairCostRoad:
  low:
    paved:
      primary: 2000
      secondary: 2000
      tertiary: 2000
      vicinal: 2000
    unpaved:
      primary: 15000
      secondary: 15000
      tertiary: 15000
      vicinal: 15000
  medium:
    paved:
      primary: 4000
      secondary: 4000
      tertiary: 4000
      vicinal: 4000
    unpaved:
      primary: 27000
      secondary: 27000
      tertiary: 27000
      vicinal: 27000
  high:
    paved:
      primary: 20000
      secondary: 20000
      tertiary: 20000
      vicinal: 20000
    unpaved:
      primary: 55000
      secondary: 55000
      tertiary: 55000
      vicinal: 55000

# Flood repair time in hours / km. Depends on three factors:
#  - type of road (primary, secondary, tertiary, vicinal)
#  - surface type (paved, unpaved)
#  - severity of the flood (low, medium, high)
floodRepairTime:
  low:
    paved:
      primary: 168
      secondary: 168
      tertiary: 168
      vicinal: 168
    unpaved:
      primary: 1440
      secondary: 1440
      tertiary: 1440
      vicinal: 1440
  medium:
    paved:
      primary: 336
      secondary: 336
      tertiary: 336
      vicinal: 336
    unpaved:
      primary: 2160
      secondary: 2160
      tertiary: 2160
      vicinal: 2160
  high:
    paved:
      primary: 1056
      secondary: 1056
      tertiary: 1056
      vicinal: 1056
    unpaved:
      primary: 4320
      secondary: 4320
      tertiary: 4320
      vicinal: 4320

# For which return period were the bridges and culverts designed for.
designStandard:
  bridge: 100
  culvert: 20