Here is an interesting (to me at least) excerpt from the local "ENVIRONMENT, PLANNING AND INFRASTRUCTURE STRATEGY" govt. dept. current newsletter.
THE ADEQUACY OF RAINWATER HARVESTING IN BERMUDA
Every building in Bermuda has a roof catchment to collect rain water
and an associated water storage tank. This is mandated under The Public
Health (Water Storage) Regulations, 1951. For many households, this
system of rain water harvesting meets all of their water supply needs. For
the majority, however, supplementary water is required, either on a regular
basis, due to a small catchment area (relative to demand) or, occasionally,
due to episodes of lower than normal rainfall. Sources of supplementary
water are: raw ground water from private wells, treated ground water from
Government and commercial wells, and treated sea water.
There are currently approximately 30,500 ‘dwelling units’ in Bermuda
(1.7 dwelling units per house). Close to 20% of these supplement their
supply of harvested rain water with raw water from private wells. More
than one-third of these private wells produce ‘fresh’ (low salinity) water
because they are located within fresh ground water lenses, the remainder
are ‘brackish’ (high salinity). Regardless of the quality, the use of raw well
water for potable purposes is not permitted (the Public Health Act, 1949);
so it must be supplied, via a dedicated plumbing system, for non-potable
purposes such as toilet flushing and laundering (salinity permitting).
Another 20% of dwelling units are connected to water mains (pipelines)
operated by Bermuda Government and Watlington Waterworks. These
are fed from reservoirs containing a blend of treated water, both from
low salinity ground water wells and from coastal sea water wells. The
remaining, more than 60%, of dwelling units have neither a well nor a
mains connection and, therefore, rely on harvested rainfall supplemented
only by trucked water, as needed. There are 41 water trucks (tankers) in
Bermuda, many of which are individually owner-operated. The majority of
the trucks have a capacity of 900 Igal (Imperial gallons). Most of the water
supplied to the truckers for distribution is from the same source as that
supplied by the water mains.
Not all rain which falls within the guttered area of a Bermuda roof is
transferred to the storage tank. The term ‘tank rain’ was coined to
distinguish rain which greatly benefits water storage levels from that which
does not. Studies show that the amount of rain water that is delivered to a
tank relative to the amount that falls on a roof — the ‘catchment efficiency’
— increases with the length and intensity of the rainfall event.
The ineffectiveness of short showers is in part attributable to roof surface
roughness and porosity, which must be saturated before run-off will
occur. Evaporation is another loss which will reduce run-off and delay its
onset, particularly in the summer months. Finally, there is wind, which at exposed locations has the potential to significantly diminish catchment
efficiency. The average long-term efficiency of a Bermuda roof (compared
to a standard 4-inch rain gauge) has been measured at 87%.
Based on a long-term average annual rainfall of 57.7 inches, the supply of
rainwater harvested from the roof of the ‘typical’ Bermuda house (defined
by Rowe. M.P, 2010) is calculated at 94 Igal/day or 23.5 Igal per occupant
(after correction for catchment efficiency). Whilst prior to the 1970s this
rate of supply was well matched to the demand of a 4-person household
estimated at 80 Igal/day, the typical 4-person household of today, with
a demand of 120 Igal/day, experiences a deficit in rain water supply of
26 Igal/day. This figure is consistent with the findings of a homeowner’s
survey of water use habits conducted by the Ministry of Public Works. The
average quantity of supplementary water purchased by those respondents
who rely on trucked water was 8.6 truck loads per year (at 900 Igal per
load).
Using a different approach, it was calculated from the Bermuda Topographic
Map Database (based on aerial photography) that there is an average of
382 sq.ft of residential roof catchment area available per person. This is
compared to 450 sq.ft per person required to satisfy per capita water
consumption at home of 30 Igal/day, based on average annual rainfall.
One recommendation coming out of recent studies is that the overall
deficit in harvested rain water relative to demand, should be offset by
stepping up the use of non-potable well water (from on-site private wells)
for toilet flushing and other purposes, as quality permits. This would foster
traditional Bermudian self-sufficiency and reduce the demand for ‘produced’ supplementary water which has to be: a) treated to a potable standard and
then b) delivered, at significant expenditure of fossil fuel, respectively.
Most water consumed at home need not be of a potable standard and, in
these days of PVC pipes and fittings, it is a myth that salt water cannot be
used for toilet flushing due to corrosion issues.
Tank capacity is another factor which has been investigated in recent
studies. Contrary to the apparent belief of some builders, a large tank
does not substitute for a deficit in the supply of harvested rainfall, caused
by insufficient catchment area relative to occupancy/water demand. In
fact, only under ‘balanced’ conditions, when the quantity of harvested
rain water is approximately equal to demand, is the maximum regulation
tank capacity beneficial. Many residences in Bermuda have unexploited
tank capacity, some are always overflowing and others are always depleted.
It is recommended that for new high density housing, the regulations
be modified such that construction of costly over-sized tanks, which
are destined to remain permanently depleted, can be substituted with
installation of a well for flushing water.
Further reading:
Peters, A.J., K.L. Weidner and C.L. Howley, 2008. The Chemical Water Quality in
Roof-harvested Water Cisterns in Bermuda. Journal of Water Supply: Research
and Technology – AQUA 57 (3): 153–163.
Rowe, M.P., 2010. Bermuda’s Water Supply. Department of Environmental
Protection, the Bermuda Government.
Mark Rowe
Hydrogeologist, Department of Environmental Protection