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Newsletter and Technical Publications
<Sourcebook of
Alternative Technologies for Freshwater Augmentation in West Asia>
2.6 Water Reuse
Limited freshwater resources is one of the most important obstacles to the economic
development of the countries of the West Asia region.
This has spurred the search for alternative sources of water to
augment the conventional sources, including increased attention to the reuse of
wastewater and agricultural drainage water.
The intense competition for the limited good-quality water sources has
been a cause for this increased attention to the reuse of lower-quality
water. This latter water is currently
used after treatment and, sometimes, even without treatment.
2.6.1 Reuse of Treated Water
The large expansion of urban settlements in the countries of the West Asia region
resulted in a large increase in the quantity of water used for drinking and
domestic purposes. These increased
water needs include an estimated 2,382 million m3/year for the Arab
countries of the Arabian peninsula including Yemen (ACSAD, 1997), 1,280 million
m3/year for Iraq, 1,012 million m3/year for Syria, 216
million m3/year for Jordan and 415 million m3/year for
Lebanon. This means the total quantity
of water used for drinking and domestic purposes in these countries was about
5,305 million m3/year. Most
of the countries have resorted to constructing wastewater treatment plants, in
order to reduce surface and subsurface water pollution and to conserve the
environment. Further, these large
quantities of water can be reused to satisfy part of the region’s irrigation
water needs, thereby also working to conserve the conventional high-quality
water sources. The reuse of this water
also facilitates the utilization of the nitrogen and phosphorus available in
it, promoting the growth of agricultural crops.
To address this situation, many countries in the region have issued specifications for the
water before it can be released into the public sewer network. This is done to avoid putting water
in the sewer system that cannot be treated on the basis of the capabilities of the
treatment plants. In such situations,
pollutants will remain in the water and, if it is reused, it can lead to public
health hazards. The specifications of
treated water reuse in agriculture have also been developed either from the
microbiological aspect or with regard to the water’s content of rare elements
and heavy metals. Studies have been
conducted on the effects of using treated water (with differing degrees of
treatment) for different plants (fruitf trees, grains, weeds, etc.), and also
on how the soil retains different materials present in the water.
Technology Description
Protecting the environment and human health is a main goal in planning, constructing and
operating wastewater treatment and reuse projects for agricultural and
industrial purposes. Careful monitoring
of water reuse also is necessary, because of the presence of some chemicals and
pathogenic microorganisms that can cause human diseases if transmitted to
humans. Although current treatment
technologies have advanced to the extent that they remove most of these
materials, a number of chemicals are hard to remove completely, the most
important being cadmium, zinc, copper, lead and, to a smaller extent,
nitrogen. In Saudi Arabia, for example,
treated wastewater is reused in Riyadh city for agricultural irrigation. The treatments conducted
in the plant include mechanical screening, aeration basins, settling basins, biological
filters, secondary settling basins, sludge coagulation basins, sludge decaying
reservoirs, and chlorine treatment. This is done in the following stages:
- Pre-treatment – for separating suspended solids and floating oils;
- Primary treatment with chemicals, or physical treatment such as settling and separation;
- Biological treatment -- using aerobic bacteria
that subsist on the organic matter in the water;
- Disinfection stage.
The properties of the wastewater obtainable with this treatment sequence are illustrated in Table 20.
Table 20. Properties of treated wastewater in Riyadh City,
1988-1990 (expressed in ppm, unless otherwise noted)
|
Element
|
Treated Wastewater in Riyadh City
|
| pH |
7.26 |
| Electric conductivity |
1.61 deci-siemens/m |
| BOD |
28 |
| Nitrogen |
20.7 |
| Phosphorus |
7 |
| Potassium |
15.1 |
| Calcium |
128 |
| Magnesium |
28 |
| Sodium |
140 |
| Sulfate |
6.8 |
| Chlorine |
4.8 |
| Iron |
0.24 |
| Zinc |
0.11 |
| Manganese |
0.04 |
| Copper |
0.01 |
| Lead |
0.002 |
| Nickel |
0.003 |
| Cadmium |
0.0004 |
| Chromium |
0.003 |
| Cobalt |
0.002 |
| Source: Al-Jal'oud (1997) |
The data in Table 20 indicate that, in regard to its concentration of heavy metals and other
components, the water is suitable for irrigation purposes. On the other hand, it also is noted that the
wastewater contains several basic nutritional elements necessary for plant
growth. These elements have an important
economic value for crop production, since they can be used as a replacement for
chemical fertilizers (Table 21).
Table 21. Properties of treated wastewater in Riyadh City
|
Element
|
Nitrogen
|
Phosphorus
|
Potassium
|
Iron
|
Zinc
|
Manganese
|
Copper
|
| ppm |
20.7 |
7 |
15 |
0.24 |
0.11 |
0.04 |
0.01 |
| Source: Al-Jal'oud (1997) |
As an example of the value of these
nutrients, when the water was used to irrigate what (9,000 m3/hectare.season),
the quantity of fertilizers available in the water for each hectare included
(1) nitrogen - 186 kg, (2) phosphorus - 63 kg, (3) potassium – 135 kg, (4)
iron - 2.1 kg, (5) zinc - 1 kg, (6) manganese - 0.36 kg, and (7) copper – 90 grams.
These nutrient levels satisfy a large part of the nutrient
requirements of the wheat, which are approximately 250-300 kg of nitrogen,
80-100 kg of phosphorus, and 100-120 kg of potassium per hectare per growing season.
This water was used to irrigate wheat, corn and alfalfa. The
experimental results indicated that the average productivity of wheat reached
6.74 ton/hectare using this water, compared to 5.95 ton/hectare using groundwater. Further,
the concentration of heavy
poisonous metals in the water (copper, lead, nickel) did not exceed allowable limits.
The use of the wastewater reuse
technology is limited to irrigate green fields, or agriculture in a limited
form for specific crops. The idea for
wastewater reuse, however, for potable water and domestic uses is still
unacceptable for psychological, sociological, and religious considerations, as
well as lack of practical experience in the field of advanced
purification. Strict and continuous
monitoring of the treated water also is required.
Overall, therefore, it is considered not acceptable to undergo
the risk of exposing residents to potential health hazards and disease. As a result,
the wastewater reuse technology
is concentrated only in the irrigation and industrial (water recycling) sectors.
Some countries have set special standards for
wastewater use in irrigation, and for the relation between cultivated crops and
the degree of treatment. The initial
treatment is suggested to be sufficient to irrigate green fields, or some crops
not directly consumed by humans. For
crops directly used by humans, a second wastewater treatment is required, in
addition to filtering and disinfection.
Table 22 illustrates the types of plants and selected crops that can be
irrigated with treated wastewater.
Table 22. Plants and crops that can be irrigated with treated wastewater
|
Type of treated wastewater
|
Plants or crops
|
| Primary treatment |
Forest trees, cotton, sugarcane used in
industry, plants used in perfumes and medicine, grain crops, and oil
producing crops |
| Secondary treatment |
Vegetables not eaten fresh, and with
stems stretched above the soil surface (pears, mango, citrus trees, etc.) |
| Tertiary treatment |
All types of crops that are not eaten fresh;
the irrigation should stop 2-4 weeks before barvesting |
| Source: Al-Jal'oud (1997) |
It is absolutely prohibited to
use treated wastewater to irrigate crops with fruit this is eaten fresh. This is because the treated
wastewater for irrigation typically contains organic materials and basic nutrients necessary
for plant growth, as well as some poisonous materials, that are added to the
soil during the irrigation process. The
plants will absorb part of the elements.
The remaining elements will accumulate in the soil, and their
concentrations increase over time. Table 23 shows the maximum permissible limits (kg/hectare) for the
element concentrations in agricultural lands.
The maximum permissible limits for different
rare and poisonous elements in the water, as determined by international
organizations, are illustrated in Tables 24 and 25.
Table 23. Maximum permissible limits for accumulation of
rare elements in agricultural soils
|
CONTRY
|
Cadmium
|
Copper
|
Chromium
|
Lead
|
Mercury
|
Nickel
|
Zinc
|
| CANADA |
0.8-4 |
100-20 |
50-210 |
50-100 |
0.2-1 |
12-36 |
150-370 |
| FRANCE |
5.4 |
210 |
360 |
210 |
2.7 |
60 |
750 |
| GERMANY |
8.4 |
210 |
210 |
210 |
5.7 |
60 |
750 |
| HOLLAND |
2.0 |
210 |
100 |
100 |
2.00 |
20 |
400 |
| UNITED KINGDOM |
5.0 |
280 |
1000 |
1000 |
2.00 |
70 |
560 |
| USA |
5-20 |
125-500 |
- |
500-2000 |
- |
50-200 |
250-1000 |
| Source: Al-Jal'oud (1997) |
Table 24. Maximum permissible limits of rare elements in
treated wastewater
|
Element
|
Permissible limits (ppm)
|
Water used continuously and In
all types of soils |
Water used up to 20 years and in
light soils with pH between 6.0 - 8.5 |
| Aluminum |
5.0 |
20.0 |
| Arsenic |
0.10 |
2.0 |
| Beryllium |
0.10 |
0.5 |
| Boron |
0.75 |
2.0 |
| Cadmium |
0.01 |
0.05 |
| Chromium |
0.10 |
1.0 |
| Cobalt |
0.05 |
5.0 |
| Copper |
0.20 |
5.0 |
| Fluoride |
1.0 |
15.0 |
| Iron |
5.0 |
20.0 |
| Lead |
5.0 |
0.075 (*) |
| Lithium |
0.075 (*) |
0.075 (*) |
| Manganese |
0.20 |
10.0 |
| Molybdenum |
0.01 |
0.05 |
| Nickel |
0.20 |
2.0 |
| Selenium |
0.02 |
0.02 |
| Vanadium |
0.1 |
1.0 |
| Zinc |
2.0 |
10.0 |
Source: Al-Jal'oud (1997)
N.B.: Maximum permissible limits for Citrons irrigation. |
Table 25. Recommended microbiological quality guidelines for wastewater use in agriculture
|
Category and reuse conditions
|
Exposed group
|
Intestinal nematodes2 (arithmetic mean of eggs/L)3
|
Fecal coliform (geometric mean/100 ml)3
|
Wastewater treatment expected to achieve
microbiological quiality
|
| A. Irrigation of crops likely to be
eaten uncooked, sport fields, public parks |
Workers, consumers, public |
1 |
100 |
A series of stabilization ponds designed to
achieve the indicated microbiological quality or equivalent treatment |
| B. Irrigation of cereal crops,
industrial crops, fodder crops, pastures and trees5 |
Workers |
1  |
Not Applicable |
Retention in stabilization ponds for 8 to 10
days, or equivalent helminth and fecal coliform removal |
| C. Localized irrigation of crops in
category (B), if exposure of workers and the public does not occu.r |
None |
Not applicable |
Not applicable |
Pre-treatment as required by the irrigation
technology, but no less than primary sedimentation |
| Source: International seminar on wastewater reuse,
Sept. 1989, Sophia Antipolice, France, |
N.B.
|
(1) | In special
cases, local epidemiological, socio-cultural, and environmental factors should
be taken into account, and the guidelines modified accordingly. |
| (2) |
Ascaris as Trichuris and hookworms. |
| (3) | During the
irrigation period. |
| (4) | A more
stringent guideline ( 200 fecal coliforms /100 ml) is applied for public lawns, with which the public may have
direct contact. |
| (5) | In the case of fruit
trees, irrigation should cease two weeks
before the fruit is picked, and no fruit should be picked off the ground.
Sprinkler irrigation should not be used. |
Some Arab countries (e.g., Saudi Arabia) have set specific standards for the use of wastewater in
agriculture. Table 26 identifies the
standard specifications recommended by the Ministry of Agriculture and Water
for the unrestricted use of wastewater in irrigation.
It should be noted that meeting these standards requires tertiary
treatment of the wastewater, including secondary treatment, chemical treatment,
filtering of the water through sand filters, and then disinfection (Al-Sa’aty, 1995).
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