General strategies for Hot and dry climate :
Climate data analysis :
Evaporative cooling, South-western wind, Shrubs & higher sill to avoid sand
South-western wind, Shrubs & higher sill to avoid sand
North & north-eastern wind, Evaporative cooling
Passive heat gain
Pre-monsoon
Shading device calculation :
HSA= 60o ,
Fin depth= 1000 tan60o =578mm
Fin depth= 860 tan60o =498mm
Bedroom window: tilted fins for reflected & diffused light
Balcony:
HSA= 45o ,
Fin depth= 1420 tan45o =1420mm
Livingroom window: tilted fins for reflected & diffused light
Shading device calculation :
HSA= 75o ,
Fin depth= 1000 tan75o =578mm
VSA=50o , Overhang depth = 800 tan50o =420mm
Overhang depth = 1200 tan50o =630mm
Kitchen:
HSA= 45o , Fin depth= 1420 tan45o =1420mm
VSA=50o , Overhang depth = 1000 tan50o =524mm
Wind Pavilion:
Entrance window: tilted fins for reflected & diffused light
Floor Plans :
Sectional
Sections :
Section through dining, curtyard & bedrooms towards west
Section through entrance, curtyard & living towards south
Section through living, curtyard & entrance towards north
Section through stairs, living, batroom & balcony towards east
Elevations :
East Elevation South Elevation
Annual useful daylight illuminance :
Optimum UDI percentage
Inference
Most of the spaces are well lit. Balcony and wind pavilion on 1st floor have excess light.
GROUND FLOOR
UDI-a (100 - 3000 lux): 73.86%
UDI-s (<100 lux): 10.99%
UDI-e (>3000 lux): 15.15%
FIRST FLOOR
UDI-a (100 - 3000 lux): 57.45%
UDI-s (<100 lux): 2.69%
UDI-e (>3000 lux): 39.86%
Annual energy demand and offset
Renewable energy sourcing
3 300watt solar panel ovcourtyard opening, which also shade the court during high altitude of son
Annual Water demand and offset :
Average Day Water Demand: ADD = Daily average water demand
Maximum Day Water Demand: MDD = 1.4 x ADD
Peak Hour Water Demand: PHD = 2.3 x ADD
ADD: Average daily water demand = 225 L/capita/day + 10%
Calculation for 2BHK residence:
Considering maximum 5 people as resident.
ADD= 225L x 5 + 10% = 1125L + 112.5L = 1237.5L
MDD= 1.4 x 1237.5L = 1732.5L =1800(Approx)
Annual water demand =1800 x 365 = 657000L
Roof area = 102.24M2 - 10.9M2 = 91.34M2
Considering Total average rainfall in year and roof area 91.3.
So, Annually (0.194 x 91.34) = 17.72 M3 =17720 L water can be collected from rainfall. Therefor, (17720/657000) x100 = 2.7% water demand can be offset.