1304 WATER: PROPERTIES, STRUCTURE, AND OCCURRENCE IN NATURE
ecosystem, that is the smaller the number of species (less diver-
sity), the more liable it is to perturbations and to catastrophe.
Most of the conscious and reasonably successful efforts
of environmental and sanitary engineers have been and may
well continue to be directed towards the removal of organic
carbon of biological wastes. For many natural waters, how-
ever, other pollutants are ecologically more harmful and may
become even more so in the future. As shown earlier, inor-
ganic fertilizing elements are often more serious pollutants
than biological wastes for most of our lakes, estuaries, and
littoral waters. While biological wastes and inorganic fertiliz-
ers cannot yet cause substantial alterations (besides local and
temporal transients) in the composition and biology of the
oceans, the invasion of the seas by man-made chemicals (e.g.,
persistent petrochemicals) may cause substantial modifica-
tion of ecological interrelations in the marine environment.
Conventional biological waste treatment expedites the
breakdown of those organic compounds that would eventu-
ally be degraded in receiving waters whose self-purification
capacities are not overloaded. Such treatment is relatively
inefficient with regard to many synthetic organic chemicals.
Thus, for many inland waters more emphasis upon the elimi-
nation of refractory carbons is necessary.
The inability of some rivers and lakes to readjust rapidly
to their initial conditions after even minor shock loadings
(e.g., of pesticides or excess quantities of organic wastes)
is frequently indicative of a loss of diversity (heterogeneity)
in the aquatic biological communities. While many refrac-
tory chemicals, at the low concentrations encountered, do
not impair the dissolved oxygen balance and do not interfere
with the apparent health and survival of fish, they may pre-
vent some fish from returning to their streams of birth for
breeding. Often an environmental stress and a decrease in
community diversity is signaled by the disappearance of a
species, for example, a salmon in a particular stream.
Because of the continuous increase in industrial energy
generation, heat will become one of the most significant
water pollutants of the future. Woodwell (1969), has shown
that many types of environmental disturbances (chronic irra-
diations, exposure to SO 2 , pollution by pesticides, hydro-
carbons, heavy metals, excess nutrients) cause similar and
roughly predictable gross changes in ecosystems. In each
case there is a shift away from complex arrangements of spe-
cialized species toward monotone, away from tight nutrient
cycles toward loose ones with terrestrial systems becoming
overloaded, away from stability toward instability.
Global Aspects of Water Pollution
A comparison of the fluxes of materials resulting from geo-
logic processes and weathering with those of substances
introduced by civilization (e.g., agricultural and industrial
wastes) shows the relative importance of the role of man as a
geological agent and manipulator.
The energy fixed by all plants on the surface of the
earth is approximately 8 10 17 kilocalories per year. Man’s
metabolism (3 10 15 kilocalories per year) plays a minor
role in the physiology of the biosphere. Man in his capacity to
manipulate nature dissipates from 10 to 20 times (in devel-
oped countries, 50 to 100 times) as much energy as he
requires for his metabolism. Much of the energy utilized by
our industrialized society causes localized simplification of
the ecosystem and tends to accelerate the cycling of individ-
ual elements.
Some of the fluxes caused by man’s manipulation are of
similar magnitude to those which do not involve man. The
combustion of fossil fuels may introduce some elements
into the atmosphere and subsequently into the hydrosphere
at rates comparable to those of natural processes.
Strong Acids in Rainwater
Rainwaters often contain strong acids. These acids are
formed from atmospheric pollutants (HCl, HNO 3 , H 2 SO 4 )
(Figure 14).
Chemical Management of Water and Waste
Water Quality
Assigning a level of quality to water is relative and depends
on the user of the water. For example, different quality crite-
ria apply to drinking waters, to waste water effluents and to
receiving waters. Table 8 summarizes some of the objectives of
chemical unit processes typically used in water and waste treat-
ment. Water treatment schemes often include several of these
processes since generally no single one can achieve the desired
water quality objectives. Pertinent chemical reactions in the
management of water and waste water are listed in Table 9.
Precipitation reactions are used to remove objectionable
ionic species from solution. Hard water containing calcium
and magnesium ions, which form insoluble films with soap,
is softened by precipitating the ions as calcium carbonate
and magnesium hydroxide. Iron and manganese which cause
undesired turbidity and stain surface are removed by oxida-
tion and precipitation. Phosphate, a critical aquatic nutrient,
can be precipitated as aluminium, iron or calcium solids.
Ion exchange involves the interchange of ions between
a solid polymer resin and solution and is used in water treat-
ment for softening and demineralization.
Coagulation is a physico-chemical process involving the
agglomeration of colloidal particles for subsequent removal
by sedimentation and filtration. The addition of chemical
coagulants enhances the mutual attachment of colloidal par-
ticles by reducing the repulsive forces acting between these
particles (destabilization). In water and waste water treatment
practice the hydrolyzed metal ions of Al and Fe(III) salts are
commonly used as coagulants. Initial particle contact due to
thermal motion (perikinetic coagulation) is normally aug-
mented by the introduction of velocity gradients in solution
by slow mixing (orthokinetic coagulation).
The coagulation process may be aided by the addition of
macromolecular polymers (polyelectrolytes) which bridge
dispersed colloidal particles. Such destabilization is fre-
quently called flocculation.
Gaseous chlorine is one of the economically most useful
disinfectants for municipal and industrial waters. During
C023_004_r03.indd 1304C023_004_r03.indd 1304 11/18/2005 11:12:34 AM11/18/2005 11:12:34 AM