The
advantage is: the treatment process is simple and the investment is low; the
disadvantage is: in the process of
wastewater treatment, due to the release of
chlorine gas, it is easy to cause secondary
pollution and equipment
corrosion. In addition, a large amount of
sulfate radicals still remain in the water, so that the
wastewater cannot be discharged up to the standard, and it is not easy to biochemically treat
This method is developed by Nanjing University, and only simulated wastewater treatment test is carried out. The test results show that the removal rate of
ammonia nitrogen can reach 97%. The problem is that the actual azodicarbonamide (AC) wastewater test has not been carried out, and the CODcr The treatment of pollutants such as hydrazine and hydrazine is basically ineffective, and the
salinity of the
effluent is higher, so further treatment is required. In addition, a large amount of
sodium carbonate is consumed and
ammonia water is added, so the treatment cost is high
The main problem is: the
effluent cannot directly meet the standard, basically has no effect on the salt and
sulfate radicals in the water, and the cost of small-scale treatment is as high as more than 100 yuan per
ton of water
Its advantages are: the process is simple, and the existing biochemical
sewage treatment
plant can be used for treatment; its disadvantages are: the
dilution factor of wastewater is too large, and the cost of
engineering bacteria is very high at one time and needs to be continuously replenished
Problems in this method: 1. The gas-
liquid ratio is very high, which not only consumes a lot of energy, but also has high
processing costs, and also brings difficulties in the absorption of
tail gas. The
ammonia nitrogen discharged from the tail gas increases, and the
total removal rate decreases; 2. The
effluent has not yet reached the standard. , the further treatment measures are not pointed out in the text; 3, the text points out that the
sieve plate column has an amplification effect, so it can be predicted that if a multi-stage
sieve plate column is used, the stripping effect will be further reduced; 4, the test water and azo The actual wastewater produced by diformamide has a big discrepancy. There is no research on hydrazine
hydrate,
sulfate and salt. If the above method is used to treat azodicarbonamide
nitrogen-containing wastewater, the
ammonia nitrogen in the effluent is still as high as several hundred milliliters or more. , the CODcr geometry has not been reduced, it is necessary to carry out
secondary treatment on the effluent, but due to the presence of hydrazine and salt, etc., biochemical treatment is almost impossible
5. Since the
mass transfer and
heat transfer are very different between the first-stage
sieve tray tower and the multi-stage sieve tray tower, for the multi-stage sieve tray, the higher the upper layer of the sieve tray, the higher the concentration of ammonia in the
gas phase, which promotes The smaller the force is, as the concentration of ammonia in the wastewater increases, the concentration of ammonia in the outlet gas at the top of the tower will also increase, and the gas-
liquid ratio must be greatly increased. However, due to the limitation of the
space velocity of the tower, the
air volume cannot be greatly increased, which will cause treatment effects. seriously deteriorated
Absorption - stripping
Law
Using Modified
High Energy High
Score
subabsorbent and
air stripping
Combined desulfation and ammonia
1.
Simulation test off
Ammonia rate up to 97%
2. Recyclable
sulfuric acid
Ammonium
1. To remove CODcr and hydrazine
Basically no effect, the water is still not
up to standard
2. Higher
salt content, biochemical
possible
3. Extensive consumption of
sodium carbonate and
Ammonia, high
processing cost
Crystallization - Concentration
Law
Production of
Chlorine by Alkali Process
The principle of
ammonium chloride, for hydrazine
Various inorganic substances in wastewater
1. Recycling waste water
sodium sulfate,
sulfuric acid
ammonium, sodium
chloride
1. Recycling process length and investment
Large,
high energy consumption, processing costs
expensive
salt for recycling
2.
Wastewater closed loop
the ring
2.
Recycled products have no market
3. Waste water return
system to product
The
impact of quality cannot be ignored
No diaphragm
solution
Using
electrolysis and electrolytic production
Raw
hypochlorous acid and nascent
Oxygen Degradation
Wastewater
of
organic matter
1. The equipment is simple and easy to operate
for convenience
2. Small test results,
CODcr and
ammonia nitrogen drop
The
solution rate can reach 90%
1. The effluent cannot be discharged up to the standard,
still needs further processing
2. Expensive
treatment costs, tons of water
More than 100 yuan
photocatalytic
oxygen
chemical method
Excited by near-
ultraviolet light
Generated hole-
electron pair
Reacts with
organic matter in wastewater
should, so as to achieve the degradation of
Purpose
1. The process is simple
2. Degradation effect on
threat
better results
3. Low
processing cost
1. For CODcr, ammonia nitrogen, salt
The degradation effect is not good, and the water
Unable to meet the standard, still need a second treatment
reason
2. The
response time is long, and the equipment
Large investment
H·S·B Worker
Bacteria biochemistry
Law
using specially engineered
bacteria to
In addition to ammonia nitrogen, hydrazine, CODcr
Wait
1. The process is simple and easy to operate
convenient
2. A certain concentration
, the removal rate is higher
1.
Wastewater requires
dilution multiples
larger
2. One-
time cost and compensation of
engineering bacteria
high charging cost
3. The effluent is not up to standard
air stripping
Law
Using a pair of sieve tray columns
Nitrogenous wastewater for stripping
The removal rate of ammonia can reach
90%
1. The effluent cannot meet the standard
2. Cannot adapt to
high concentration wastewater
3. High gas-
liquid ratio,
high energy consumption
[0022]
To sum up, the existing problems of the prior art are mainly: 1. The
treatment effect is single, and
discharge up to the standard cannot be achieved; complex, high investment
3. The above-mentioned technologies often only work on one or two kinds of pollutants, and cannot change the difficult biochemical properties of wastewater, and cannot use biochemical methods for
secondary treatment