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A free chlorine plant of pulp and paper will be installed near Orinoco River in Venezuela and the effluent has to be reused because it will not be discharged to the river. The expected concentration of BOD will be low but the COD will be around 800 mg/L and the real color will be dark too. The secondary treatment will be an activated sludge process selector type.
Can this water be used for irrigation of fields? What are the risks?
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Hope this help.
Cordially,
Lenin Herrera
COD of 800mg/l is high and the lack of information whether other parameters are effectively removed. The waters have to be further treated, tested and certified okay for discharge or reuse. Not a speculative person but I sensed the want to use as irrigation waters so to bypass discharge into waterways which might be monitored
Secoundly, irrigation water quality is based on several factors, such as COD, BOD, pH, heavy metals and so on. So only one or two characteristic (COD and BOD) could not reflect the real quality of this treated water.
Meanwhile, the effluent COD concentration is around 800mg/L, and the color is dark, in my experience, this effluent can`t be used for irrigation, because in my country (China), this effluent can`t be considered as TREATED WATER. The contamination concentration is too high! Further treatment is required, then you could consider the reuse matter.
Bonjour
Bien sur que non et ce pour plusieurs raisons
La concentration de pollution de chlore est trop importante.
En plus à quoi va servir l'activation de boue activée?
la boue est un élément non assimilable par la nature. Boue elle est, boue elle reste. Faire circuler de l'air dans ce milieu boueux n'aura aucune incidence sur son état.
L'activation de la boue diminue la propention de celle ci à putréfier sous l'effet d'une forte méthanisation. En sortie du traitement cette boue sera identique à son entrée.
Of course that not and this for several reasons
The concentration of chlorine pollution is too important.
Hello
In more to what will be used activation as activated sludge?
mud is a nonassimilable element by nature. Mud it is, mud it remains. To make circulate air in this muddy medium will not affect any its state.
The activation of mud decreases the propention of that Ci to be putrefied under the effect of a strong methanisation. At exit of the treatment this mud will be identical to its entry.
Maximum levels
Chloride, mg/l 350
Sodium, mg/l 230
Hardness, mg/l 80 CaCO3
TDS, mg/l 2,000
EC*, dS/m 3
SAR,** me/l 15
TDS, mg/l 2,000
Boron, mg/l 0.5
pH 6.5-8.5
Suspended
solids, mg/l <100 (for drip irrigation system)
Fecal coliforms, 1,000 (for crops eaten uncooked)
geometric mean,
no/100 ml
Intestinal nematodes, 1 (for crops eaten uncooked)
arithmetic mean,
no. of eggs/liter (Ascaris and Trichuris species; and hookworms)
_______________
*EC = electrical conductivity at 25oC; dS/m = deciSiemens/meter
1 dS/m = 1 millimmho/centimeter (mmho/cm) = 1,000 uS/cm
uS/cm = microSiemens/centimeter
**SAR = sodium adsorption ratio; me/l = milliequivalent/liter
me/l = mg/l divided by equivalent weight
You will find the following publications useful:
1. Ayers, R.S. and Westcot, D.W. (1994), Water Quality for Agriculture, FAO
2. Pescod, M.B. (1992), Wastewater Treatment and Use in Agriculture, FAO
3. Pescod, M.B. (1989), Health Guidelines for the Use of Wastewater in
Agriculture and Aquaculture, WHO
4. Pettygrove, G.S. and Asano, T. - eds. (1985), Irrigation with Reclaimed Municipal
Wastewater - A Guidance Manual
5. Tyrrel, S.F. (1999), The Microbiological Quality of Water Used for
Irrigation, Irrigation News 27, 39-42
6. Guidelines for Fresh and Marine Water Quality, Australia and
New Zealand, 2000
7. Fewtrell, L. and Bartram, J. - eds. (2001), Water Quality - Guidelines,
Standards and Health: Assessment of Risk and Risk Management for
Water-Related Infectious Diseases WHO
8. Water Quality & Treatment, American Water Works Association, 1999
F H Mughal
Karachi, Pakistan
Actually secondary treatment comes in the biological treatment. if we are using MBR system in the secondary effluent treatment step after that we are using filtration sytem then we can re use for irrigation purpose.
The pH should be maintained to the admissible level. The concentration of N, P, K and Na to be checked. Heavy metals should be tested for its concentration. The treated waste water should be applied through sprinkler system. The crop should be selected based on the tolerance level and water absorption capacity towards irrigation by treated waste water. The depth of water table should be given due concern as the treated wastewater flow should not contaminate the ground water sources. Also, existing surface water sources should be given due diligence. The rainfall and the amount of discharge of treated waste water also matters much in consideration of usage of treated waste water from paper and pulp industries.