Abstract
Lots of highly concentrated saline organic wastewater is produced during the pymetrozine production process, causing environmental pollution and waste of resources if discharged directly. Research on actual pymetrozine wastewater treatment is quite scarce. Existing treatment methods of pesticide wastewater usually have disadvantages of long treatment time, low processing efficiency and low recovery rate. To solve these problems, a pretreatment process for pymetrozine wastewater was studied based on material recovery and pollutant degradation. The ammonia conversion process was experimentally investigated by reactive distillation. The reaction product vapor was neutralized and then separated by side-stream distillation. Aspen Plus and response surface methodology were employed to simulate and optimize the operating conditions. Box-Behnken design was used to investigate the individual and interaction effects on methanol purification and sodium acetate removal. Experimental study was carried out on the basis of theoretical simulation data. The result showed that the optimized methanol content on tower top was 99.28% with a yield of 99.95% and methanol content of side withdrawal was 0.01%. The process can be applied for pesticide wastewater treatment to recycle high purity chemical materials, and meets the national sewage comprehensive emission standard.
HIGHLIGHTS
Pretreatment process of pymetrozine production wastewater is presented.
Reactive distillation is carried out for ammonia conversion treatment.
Side-stream distillation is operated for methanol and ammonium sulfate recycling, using Aspen Plus and RSM as the simulation and optimization tools.
The process helps in recycling methanol of 99.28 wt.% and reaching wastewater discharge standard.
Graphical Abstract
INTRODUCTION
Pymetrozine is a systemic pesticide of the pyridine-azomethin family (Khan et al. 2018). It is used as insecticide to control whiteflies, leafhoppers and cotton aphids in crops, due to its high activity and superior insecticidal effect (Fdez-Sanromán et al. 2020). Because of its extensive use, improper disposal, accumulation ability, long persistence in the environment and long-term effect on living organisms, pymetrozine has been classified as a ‘‘likely’’ human carcinogen and registered for crops with maximum residue in some countries (Jang et al. 2014).
The traditional process of synthesizing pymetrozine is complicated. Multi-step processes are included such as hydrazinolysis, cyclization, alkylation, condensation, hydrolysis (Wang et al. 2012). The synthesis of pymetrozine was conducted as shown in Figure 1 (Zhou et al. 2018). Acetohydrazide (Intermediate I) was obtained via hydrazinolysis using ethyl acetate and hydrazine hydrate as starting materials and then cyclized with phosgene to give Intermediate II. After reaction with chloroacetone, ring-opening reaction and cyclization gave Intermediate III. Then Intermediate III was treated with hydrazine hydrate to obtain Intermediate IV. Subsequently, hydrolysis in the presence of hydrochloric acid and methanol () is carried out to afford Intermediate V. The desired product, pymetrozine, is obtained via the condensation of nicotinaldehyde with Intermediate V in the presence of sodium hydrate.
As stated above, a large amount of wastewater was produced, including but not limited to , salty substance (ammonium acetate and sodium acetate), water (
) and a large amount of intermediates of pesticides. As a kind of poor degradable organic wastewater, pymetrozine production wastewater is characterized by high chemical oxygen demand, acidity and high biotoxicity. Most of all, nitrogenous organic compounds in pesticide intermediates will cause microbial toxicity and have a great impact on subsequent biological treatment.
At present, studies on pymetrozine mainly focus on the analysis method (Hou et al. 2019), properties (Olfati Somar et al. 2019), degradations and potential health risk in ecosystems (Elfikrie et al. 2020). But research on actual pymetrozine production wastewater treatment is quite scarce.
Conventional wastewater treatment technologies focus on nutrient and pathogen removal, and are generally ineffective in pesticide removal (Sutton et al. 2019). The treatment methods for pesticide wastewater mainly include physical methods, chemistry methods, biochemical methods and comprehensive methods. Physical methods are used as pretreatment methods for recovering by-products and mainly include extraction (De Gaetano et al. 2016), adsorption (Rajapaksha et al. 2018) and membrane separation (Qin et al. 2020). But a single physical method doesn't work well due to the strong polarity and water solubility of the organic substances in pesticide wastewater. Chemistry methods, as pretreatment processes for biochemical treatment to improve the biodegradability, mainly consist of chemical oxidation (Carra et al. 2016), electro catalytic oxidation microwave assisted catalysts (Tony & Mansour 2019), and so on. The disadvantage of chemistry methods is that compounds are degraded and cannot be reused, in spite of the high degradation rate. Biochemical methods, used as the main treatment process after pretreatment, have disadvantages of long treatment time and low efficiency. Comprehensive methods such as bio-Fenton and bio-electro-Fenton (Kahoush et al. 2018), need to improve the performance, stability and lifetime to achieve more sustainable and cost-effective wastewater treatment. Combined with the research above, sufficient attention should be paid to the pretreatment of pymetrozine production wastewater, which may have a detrimental effect on the environment.
For the purpose of solving practical problems, the pretreatment process for pymetrozine production wastewater was investigated in this paper. The research technical route is shown in Figure 2. The wastewater was initially placed in a reactive distillation apparatus for ammonia conversion treatment, taking advantage of the poor stability of ammonium acetate (). By adding
,
was converted into
and free ammonia. Reactive distillation (RD) was chosen due to its specific advantages, such as improved selectivity, increased conversion, effective utilization of reaction heat, reduced capital investment, and so on. With the combination of reaction and separation, RD can shift the equilibrium of reaction towards the product side by continuous removal of the products and give higher conversions (Gor et al. 2020).
Free ammonia and collected from the top of RD were neutralized and then separated by side-stream distillation (SSD) and
in the mixed salt could be purified. Due to the high energy-efficiency and easy operation, SSD is preferred instead of conventional distillation (Tututi-Avila et al. 2017). The Aspen Plus system was used to simulate the SSD process, with Radfrac as the rectification module. Box-Behnken design (BBD), based on response surface methodology (RSM), was applied for experimental design of the SSD process to investigate the effects of different operating conditions on methanol removal and ammonium sulfate (
) purification.
The residue collected from the bottom of the RD unit contains a large amount of organic nitrogen components such as pymetrozine, 3-aminopyridine, and 4-Acetylamino-6-methyl-3-oxo-2,3,4,5-tetrahydro-1,2,4-triazine, and so on. The purification of organic nitrogen components has been researched by our research team in another article (Wang et al. 2020), by complex extraction process with p204 (di (2-ethylhexyl) phosphate) as the complexing agent and benzene as the diluent agent.
A complete set of recovery and treatment technology for pymetrozine production wastewater is proposed in this paper. The main purpose is to assess pretreatment process of pymetrozine production wastewater by reactive distillation and side-stream distillation methods using Aspen Plus as the simulation tool and RSM as the optimization tool. The chemical materials with high purity and high added value can be separated effectively, including ammonia, , nitrogenous organic compounds and inorganic salts. Moreover, the treated wastewater, with low chemical oxygen demand (COD) content and greatly reduced toxicity, can be directly discharged into a biochemical treatment plant, and then reach the ‘national sewage comprehensive emission standard’ (GB8978-1996). Therefore, it can obtain high economic benefits and good wastewater treatment effect.
MATERIALS AND METHODS
Materials
All the reagents were analytical grade and used directly without any further purification. Sodium hydroxide () and sulfuric acid (
) were purchased from Sinopharm Chemical Reagent Co.Ltd (China) with purity of 99.5%. Pymetrozine production wastewater was collected from a waste liquid discharge port of a pesticide-producing enterprise located in Yancheng City, Jiangsu Province. Main physical properties of pymetrozine wastewater used in this research are shown in Table 1.
Physical properties of pymetrozine wastewater and neutralized distillate
Material . | pH . | Composition of ![]() | Composition of ![]() | Composition of ![]() | Composition of salinity (wt.%) . | Composition of pesticide intermediates (wt.%) . |
---|---|---|---|---|---|---|
Raw material | 5.73 | 9.43 | 77.69 | _ | 10.23 | 2.65 |
Neutralized distillate | 7.82 | 14.90 | 78.96 | 6.14 | _ | _ |
Material . | pH . | Composition of ![]() | Composition of ![]() | Composition of ![]() | Composition of salinity (wt.%) . | Composition of pesticide intermediates (wt.%) . |
---|---|---|---|---|---|---|
Raw material | 5.73 | 9.43 | 77.69 | _ | 10.23 | 2.65 |
Neutralized distillate | 7.82 | 14.90 | 78.96 | 6.14 | _ | _ |
Methods
Experiment procedure of ammonia conversion treatment
Experimental procedure was designed as shown in Figure 3. 300 mL of pymetrozine production wastewater and 100 mL of solution were poured into a three-necked flask through a constant pressure dropping funnel. The condensate water, magnetic stirrer, pH meter and heating jacket were kept working continuously. The distillate vapor was condensed through the spherical condensing tube, and collected in the oil-water separator. The condensed fluid was taken out for
analysis. pH variation was detected every 10 minutes by pH meter with a certain accuracy (0.01). When no more
was detected in the liquid from the oil-water separator, it was considered that
had been steamed out completely, and the reaction was terminated. The remaining liquid in the three-bottle flask was weighed, and a small amount of liquid was taken for elemental analysis.
was selected to neutralize the distillate vapor of ammonia (
) into
in surge flask.
Reactive distillation apparatus. 1. heating jacket 2. three-necked flask 3. dropping funnel 4. oil-water separator. 5. spherical condenser tube 6. surge flask 7. pH meter 8. magnetic stirrers.
Reactive distillation apparatus. 1. heating jacket 2. three-necked flask 3. dropping funnel 4. oil-water separator. 5. spherical condenser tube 6. surge flask 7. pH meter 8. magnetic stirrers.
Elemental analysis method














Thermal conductivity detection
SP-6800 Gas chromatography (Luann Chemical Instrument Factory) was used for thermal conductivity detection, with a chromatographic column of 4*100 mm stainless steel tube, white GDX-102 supports, stationary liquid isophthalic acid, thermal conductivity cell detector, nitrogen carrier gas, and a column pressure of 0.1 MPa. The operating conditions were 120 °C in the gasification chamber, 80 °C in the column, 130 °C in the detector, and the sample injection quantity was 2 μL. When the temperature of the vaporizer was 120 °C, only and
were detected and the composition of
was 10.82 wt.%. It was preliminarily determined that the boiling points of pesticide intermediates and salty substances contained in the wastewater were basically higher than 120 °C, and the removing process of free ammonia and
by reaction distillation had no effect on high boiling point material. The composition of
in pymetrozine wastewater was 9.43 wt. % by comprehensive calculation.
The product collected from the top of RD was neutralized and detected by gas thermal conductance. The mass fractions of and
were 15.87% and 84.13% respectively. The quality percentage of
was calculated to be 6.14% by evaporation crystallization technology. In conclusion, the integrated composition of the neutralized distillate was calculated as follows: the mass percentages of
,
and
were 14.90%, 6.14% and 78.96% respectively. The main physical properties of neutralized distillate are shown in Table 1.
SSD simulation procedure by Aspen Plus
The product collected from the top of RD was separated by SSD for recycling a high concentration of methanol on the tower top and from the tower bottom, aiming at methanol content on the tower top (
) of more than 99% and methanol content of side withdrawal (
) of less than 0.1%. Single factor experiments were designed based on Aspen Plus to investigate the effect of operating conditions on SSD, which provided the data foundation for the next BBD experimental design and RSM.
As the separation system was a polar and electrolytic system, the ELECNRTL property method and Radfrac rectification module were selected for SSD simulation by Aspen Plus. The influence of operating conditions was investigated, and the proper range of the main factors were preliminarily determined, such as number of stages (N), reflux ratio (R), feeding stage (), side line outlet stage (
), distillate rate (
) and sideline discharge rate (
), as shown in Table 2.
Parameters of experiment simulation
Parameter . | Value . | Parameter . | Value . | Parameter . | Value . |
---|---|---|---|---|---|
F/(Kg/h) | 100 | ![]() | 20.0 | Property method | ELECNRTL |
![]() | 0.11 ∼ 0.18 | ![]() | 65.0 | N | 15 ∼ 28 |
![]() | 0.30 ∼ 0.75 | ![]() | 102.1 | ![]() | 3 ∼ 15 |
R | 1 ∼ 7 | ![]() | 99.9 | ![]() | 13 ∼ 24 |
Feedstock | ![]() ![]() ![]() |
Parameter . | Value . | Parameter . | Value . | Parameter . | Value . |
---|---|---|---|---|---|
F/(Kg/h) | 100 | ![]() | 20.0 | Property method | ELECNRTL |
![]() | 0.11 ∼ 0.18 | ![]() | 65.0 | N | 15 ∼ 28 |
![]() | 0.30 ∼ 0.75 | ![]() | 102.1 | ![]() | 3 ∼ 15 |
R | 1 ∼ 7 | ![]() | 99.9 | ![]() | 13 ∼ 24 |
Feedstock | ![]() ![]() ![]() |
Statistical analysis by BBD-RSM



Factors and levels of BBD for the SSD
Variable . | Factor . | Coded levels . | ||
---|---|---|---|---|
− 1 . | 0 . | 1 . | ||
N | X1 | 23 | 25 | 27 |
![]() | X2 | 10 | 12 | 14 |
D (%) | X3 | 0.14 | 0.15 | 0.16 |
R | X4 | 4 | 5.5 | 7 |
Variable . | Factor . | Coded levels . | ||
---|---|---|---|---|
− 1 . | 0 . | 1 . | ||
N | X1 | 23 | 25 | 27 |
![]() | X2 | 10 | 12 | 14 |
D (%) | X3 | 0.14 | 0.15 | 0.16 |
R | X4 | 4 | 5.5 | 7 |
RESULTS AND DISCUSSION
Effect of NaOH addition on nitrogen removal rate
To determine the addition for the RD, some trials were done for the ratio of the actual value to theoretical value of
in the range of 60%–120%. As shown in Figure 4, at the early stage of
addition, the nitrogen content in the wastewater does not change significantly. When addition of
reaches a certain value, the removal rate of nitrogen increases obviously. The possible reason is that ammonia is particularly soluble in water and inhibits the removal of ammonia when
is not reacted completely. With the addition of
, the increased hydroxide ions inhibit the dissolution of ammonia in water, which is conducive to the removal of ammonia nitrogen. According to Figure 4 and Table 4, the optimal addition of
was 7.12 g/100 g, the same as the theoretical value.
Influence of addition amount of sodium hydroxide
No. . | Theoretical value of ![]() | Ratio of actual value to theoretical value of ![]() | Content of nitrogen after reaction/% . | Quality of remaining liquid after reaction/g . | Removal rate of nitrogen/% . |
---|---|---|---|---|---|
1 | – | – | 2.49 | 300.00 | – |
2 | 21.36 | 0.60 | 2.07 | 317.60 | 11.99 |
3 | 21.36 | 0.70 | 1.97 | 315.80 | 16.72 |
4 | 21.36 | 0.80 | 1.90 | 312.50 | 20.52 |
5 | 21.36 | 0.90 | 1.82 | 313.00 | 23.74 |
6 | 21.36 | 1.00 | 0.986 | 339.40 | 55.20 |
7 | 21.36 | 1.10 | 0.993 | 319.20 | 57.57 |
8 | 21.36 | 1.20 | 0.991 | 323.00 | 57.15 |
No. . | Theoretical value of ![]() | Ratio of actual value to theoretical value of ![]() | Content of nitrogen after reaction/% . | Quality of remaining liquid after reaction/g . | Removal rate of nitrogen/% . |
---|---|---|---|---|---|
1 | – | – | 2.49 | 300.00 | – |
2 | 21.36 | 0.60 | 2.07 | 317.60 | 11.99 |
3 | 21.36 | 0.70 | 1.97 | 315.80 | 16.72 |
4 | 21.36 | 0.80 | 1.90 | 312.50 | 20.52 |
5 | 21.36 | 0.90 | 1.82 | 313.00 | 23.74 |
6 | 21.36 | 1.00 | 0.986 | 339.40 | 55.20 |
7 | 21.36 | 1.10 | 0.993 | 319.20 | 57.57 |
8 | 21.36 | 1.20 | 0.991 | 323.00 | 57.15 |
Effect of D1 on SSD
The increase of D1 is conducive to the collection of light components on the top of the tower. So it promotes the improvement of yield of methanol on the tower top () and the reduction of
. However, when
exceeds a certain range, it will accelerate the increase of tower temperature and disqualification of the top product. Therefore, it is necessary to investigate the effect of
on SSD.
was set as 0.11, 0.12, 0.13, 0.14, 0.15, 0.16, 0.17 and 0.18 respectively, when other conditions were N of 25,
of 12th,
of 24th, feeding quantity (F) of l00 kg/h,
of 0.7 and R of 6.
As shown in Figure 5(a), at the beginning, increases gradually while
has no evident changes with the increase of
, and
decreases gradually. When
increases to 0.15,
and
reach the maximum, and
is at a low level. Therefore,
was chosen to be 0.15.
Effect of (a) distillate rate (b) reflux ratio (c) side line discharge rate (d) number of stages (e) feed stage (f) side line outlet stage on side stream distillation.
Effect of (a) distillate rate (b) reflux ratio (c) side line discharge rate (d) number of stages (e) feed stage (f) side line outlet stage on side stream distillation.
Effect of R on SSD
The product purity on the top of the tower can improve with the increase of R. But too large R causes too much material circulation, and the tower balance will be broken. R was set as 1, 1.5, 2, 2.5, 3, 3.5, 4, 4.5, 5, 5.5, 6, 6.5 and 7 respectively, with N of 25, of 12th,
of 24th,
of 0.15 and
of 0.45.
As shown in Figure 5(b), with the increase of R, and
increase, while
decreases gradually. When R exceeds 6,
is higher than 99% with
lower than 0.1%, and the variation trends are not obvious. Therefore the appropriate R was selected as 6.
Effect of D2 on SSD
Too large can reduce the heat transfer efficiency, affect the concentration of
, and cause crystallization at the tower bottom. Therefore, it is necessary to investigate the influence of
.
As shown in Figure 5(c), with the increase of , all three parameters decrease slowly within the fluctuation range allowed by the design.
is lower than 0.1%, and subsequent biochemical treatment can be performed directly. Meanwhile,
should be lower than 0.75 to avoid precipitation of
at the tower bottom. Moreover, in order to facilitate the subsequent recovery, the residue at the tower bottom should be a saturated solution of
. Therefore, the selected
was 0.7.
Effect of N on SSD
N was set as 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27 and 28 respectively, when other conditions were fixed. As shown in Figure 5(d), with the increase of N, and
increase gradually, while
decreases. When N exceeds 25, the growth rate of
and
slow down gradually, while the decline rate of
is gentle. Therefore, N of 25 was chosen in the later experiments.
Effect of NF on SSD
The distillation efficiency will be affected when significant difference exists between the input concentration and the material concentration in the tower at the feeding port. For this purpose, the influence was studied at of 3th, 4th, 5th, 6th, 7th, 8th, 9th, 10th, 11th, 12th, 13th, 14th and 15th, with other parameters fixed. The result is presented in Figure 5(e). With the increase of NF, the separation of light components becomes more adequate,
and
increase and
decreases gradually. When
reaches 6th, the curves flatten out. As NF reaches 12th, significant difference exists between the input concentration and the material concentration in the tower at the feeding position, which results in a decrease of distillation efficiency;
and
decrease gradually. Considering the separation requirements and operating cost, 12th plate was selected as the proper
.
Effect of NS on SSD
As shown in Figure 5(f), with the increase in ,
and
increase and
decreases gradually. When
reaches 24th,
and
maximize, and
reaches the minimum. Based on the above analysis, 24th stage was chosen as the appropriate
.
Box–Behnken design results and response surface analysis
Table 5 represents the range of factors along with the 29 tests designed. Accordingly, the test results were fitted to a quadratic polynomial model to correlate the measured response with the independent factors. The analysis of variance (ANOVA) for the BBD is shown in Table 6. As can be seen, an F-value of 44.74 and P-value less than 0.0001 indicate that the model is significant. The value of correlation coefficient (R2 values of 0.9781) is in reasonable agreement with the adjusted-R2 value (0.9563). The high value of R2 and non significance of lack of fit (P > 0.05) demonstrate that only 2.19% of the total variation can not be explained by the empirical model and the models have nice interpretation of the correlation between the responses and experiment conditions. Accordingly, the model can be dependably used.
The BBD for three-level-four-factor RSM
Run . | Coded values . | Actual values . | Response . | ||||||
---|---|---|---|---|---|---|---|---|---|
X1 . | X2 . | X3 . | X4 . | X1 . | X2 . | X3 . | X4 . | ![]() | |
1 | 0 | − 1 | − 1 | 0 | 25 | 10 | 0.14 | 5.5 | 0.999948 |
2 | 1 | 0 | − 1 | 0 | 27 | 12 | 0.14 | 5.5 | 0.999996 |
3 | 1 | 0 | 0 | − 1 | 27 | 12 | 0.15 | 4.0 | 0.975289 |
4 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.985383 |
5 | 0 | 0 | 1 | 1 | 25 | 12 | 0.16 | 7.0 | 0.930684 |
6 | 0 | 0 | 1 | − 1 | 25 | 12 | 0.16 | 4.0 | 0.921344 |
7 | 0 | − 1 | 0 | 1 | 25 | 10 | 0.15 | 7.0 | 0.992736 |
8 | − 1 | − 1 | 0 | 0 | 23 | 10 | 0.15 | 5.5 | 0.988001 |
9 | − 1 | 0 | 1 | 0 | 23 | 12 | 0.16 | 5.5 | 0.926662 |
10 | − 1 | 0 | − 1 | 0 | 23 | 12 | 0.14 | 5.5 | 0.999993 |
11 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.987065 |
12 | 0 | − 1 | 1 | 0 | 25 | 10 | 0.16 | 5.5 | 0.930431 |
13 | 0 | 1 | 1 | 0 | 25 | 14 | 0.16 | 5.5 | 0.926662 |
14 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.988374 |
15 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.989992 |
16 | 0 | 0 | − 1 | − 1 | 25 | 12 | 0.14 | 4.0 | 0.998922 |
17 | − 1 | 0 | 0 | − 1 | 23 | 12 | 0.15 | 4.0 | 0.956037 |
18 | 0 | 1 | 0 | − 1 | 25 | 14 | 0.15 | 4.0 | 0.956049 |
19 | 1 | 0 | 0 | 1 | 27 | 12 | 0.15 | 7.0 | 0.992749 |
20 | − 1 | 0 | 0 | 1 | 23 | 12 | 0.15 | 7.0 | 0.989679 |
21 | 1 | − 1 | 0 | 0 | 27 | 10 | 0.15 | 5.5 | 0.992065 |
22 | 0 | 0 | − 1 | 1 | 25 | 12 | 0.14 | 7.0 | 0.999998 |
23 | 1 | 1 | 0 | 0 | 27 | 14 | 0.15 | 5.5 | 0.988099 |
24 | 0 | 1 | 0 | 1 | 25 | 14 | 0.15 | 7.0 | 0.989687 |
25 | − 1 | 1 | 0 | 0 | 23 | 14 | 0.15 | 5.5 | 0.972879 |
26 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.983059 |
27 | 0 | − 1 | 0 | − 1 | 25 | 10 | 0.15 | 4.0 | 0.975108 |
28 | 0 | 1 | − 1 | 0 | 25 | 14 | 0.14 | 5.5 | 0.999999 |
29 | 1 | 0 | 1 | 0 | 27 | 12 | 0.16 | 5.5 | 0.930436 |
Run . | Coded values . | Actual values . | Response . | ||||||
---|---|---|---|---|---|---|---|---|---|
X1 . | X2 . | X3 . | X4 . | X1 . | X2 . | X3 . | X4 . | ![]() | |
1 | 0 | − 1 | − 1 | 0 | 25 | 10 | 0.14 | 5.5 | 0.999948 |
2 | 1 | 0 | − 1 | 0 | 27 | 12 | 0.14 | 5.5 | 0.999996 |
3 | 1 | 0 | 0 | − 1 | 27 | 12 | 0.15 | 4.0 | 0.975289 |
4 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.985383 |
5 | 0 | 0 | 1 | 1 | 25 | 12 | 0.16 | 7.0 | 0.930684 |
6 | 0 | 0 | 1 | − 1 | 25 | 12 | 0.16 | 4.0 | 0.921344 |
7 | 0 | − 1 | 0 | 1 | 25 | 10 | 0.15 | 7.0 | 0.992736 |
8 | − 1 | − 1 | 0 | 0 | 23 | 10 | 0.15 | 5.5 | 0.988001 |
9 | − 1 | 0 | 1 | 0 | 23 | 12 | 0.16 | 5.5 | 0.926662 |
10 | − 1 | 0 | − 1 | 0 | 23 | 12 | 0.14 | 5.5 | 0.999993 |
11 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.987065 |
12 | 0 | − 1 | 1 | 0 | 25 | 10 | 0.16 | 5.5 | 0.930431 |
13 | 0 | 1 | 1 | 0 | 25 | 14 | 0.16 | 5.5 | 0.926662 |
14 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.988374 |
15 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.989992 |
16 | 0 | 0 | − 1 | − 1 | 25 | 12 | 0.14 | 4.0 | 0.998922 |
17 | − 1 | 0 | 0 | − 1 | 23 | 12 | 0.15 | 4.0 | 0.956037 |
18 | 0 | 1 | 0 | − 1 | 25 | 14 | 0.15 | 4.0 | 0.956049 |
19 | 1 | 0 | 0 | 1 | 27 | 12 | 0.15 | 7.0 | 0.992749 |
20 | − 1 | 0 | 0 | 1 | 23 | 12 | 0.15 | 7.0 | 0.989679 |
21 | 1 | − 1 | 0 | 0 | 27 | 10 | 0.15 | 5.5 | 0.992065 |
22 | 0 | 0 | − 1 | 1 | 25 | 12 | 0.14 | 7.0 | 0.999998 |
23 | 1 | 1 | 0 | 0 | 27 | 14 | 0.15 | 5.5 | 0.988099 |
24 | 0 | 1 | 0 | 1 | 25 | 14 | 0.15 | 7.0 | 0.989687 |
25 | − 1 | 1 | 0 | 0 | 23 | 14 | 0.15 | 5.5 | 0.972879 |
26 | 0 | 0 | 0 | 0 | 25 | 12 | 0.15 | 5.5 | 0.983059 |
27 | 0 | − 1 | 0 | − 1 | 25 | 10 | 0.15 | 4.0 | 0.975108 |
28 | 0 | 1 | − 1 | 0 | 25 | 14 | 0.14 | 5.5 | 0.999999 |
29 | 1 | 0 | 1 | 0 | 27 | 12 | 0.16 | 5.5 | 0.930436 |
ANOVA results for the response surface quadratic model
Source . | SS . | df . | MS . | F-Value . | P-Value . | . |
---|---|---|---|---|---|---|
Model | 0.020 | 14 | 1.420 × 10−3 | 44.74 | <0.0001 | Significant |
A-N | 1.716 × 10−4 | 1 | 1.716 × 10−4 | 5.41 | 0.0356 | |
B-NF | 1.681 × 10−4 | 1 | 1.681 × 10−4 | 5.30 | 0.0372 | |
C-D | 0.016 | 1 | 0.016 | 491.58 | <0.0001 | |
D-R | 1.060 × 10−3 | 1 | 1.060 × 10−3 | 33.41 | <0.0001 | |
AB | 3.112 × 10−5 | 1 | 3.112 × 10−5 | 0.98 | 0.3388 | |
AC | 3.555 × 10−6 | 1 | 3.555 × 10−6 | 0.11 | 0.7428 | |
AD | 6.547 × 10−5 | 1 | 6.547 × 10−5 | 2.06 | 0.1728 | |
BC | 3.649 × 10−6 | 1 | 3.649 × 10−6 | 0.12 | 0.7395 | |
BD | 6.408 × 10−5 | 1 | 6.408 × 10−5 | 2.02 | 0.1772 | |
CD | 1.707 × 10−5 | 1 | 1.707 × 10−5 | 0.54 | 0.4754 | |
A2 | 1.721 × 10−5 | 1 | 1.721 × 10−5 | 0.54 | 0.4736 | |
B2 | 1.780 × 10−5 | 1 | 1.780 × 10−5 | 0.56 | 0.4663 | |
C2 | 2.589 × 10−3 | 1 | 2.589 × 10−3 | 81.61 | <0.0001 | |
D2 | 2.204 × 10−4 | 1 | 2.204 × 10−4 | 6.95 | 0.0196 | |
Residual | 4.442 × 10−4 | 14 | 3.173 × 10−5 | |||
Lack of Fit | 4.155 × 10−4 | 10 | 4.155 × 10−5 | 5.78 | 0.0527 | Not significant |
Pure Error | 2.874 × 10−5 | 4 | 7.184 × 10−6 | |||
R2 | 0.9781 | |||||
Radj2 | 0.9563 |
Source . | SS . | df . | MS . | F-Value . | P-Value . | . |
---|---|---|---|---|---|---|
Model | 0.020 | 14 | 1.420 × 10−3 | 44.74 | <0.0001 | Significant |
A-N | 1.716 × 10−4 | 1 | 1.716 × 10−4 | 5.41 | 0.0356 | |
B-NF | 1.681 × 10−4 | 1 | 1.681 × 10−4 | 5.30 | 0.0372 | |
C-D | 0.016 | 1 | 0.016 | 491.58 | <0.0001 | |
D-R | 1.060 × 10−3 | 1 | 1.060 × 10−3 | 33.41 | <0.0001 | |
AB | 3.112 × 10−5 | 1 | 3.112 × 10−5 | 0.98 | 0.3388 | |
AC | 3.555 × 10−6 | 1 | 3.555 × 10−6 | 0.11 | 0.7428 | |
AD | 6.547 × 10−5 | 1 | 6.547 × 10−5 | 2.06 | 0.1728 | |
BC | 3.649 × 10−6 | 1 | 3.649 × 10−6 | 0.12 | 0.7395 | |
BD | 6.408 × 10−5 | 1 | 6.408 × 10−5 | 2.02 | 0.1772 | |
CD | 1.707 × 10−5 | 1 | 1.707 × 10−5 | 0.54 | 0.4754 | |
A2 | 1.721 × 10−5 | 1 | 1.721 × 10−5 | 0.54 | 0.4736 | |
B2 | 1.780 × 10−5 | 1 | 1.780 × 10−5 | 0.56 | 0.4663 | |
C2 | 2.589 × 10−3 | 1 | 2.589 × 10−3 | 81.61 | <0.0001 | |
D2 | 2.204 × 10−4 | 1 | 2.204 × 10−4 | 6.95 | 0.0196 | |
Residual | 4.442 × 10−4 | 14 | 3.173 × 10−5 | |||
Lack of Fit | 4.155 × 10−4 | 10 | 4.155 × 10−5 | 5.78 | 0.0527 | Not significant |
Pure Error | 2.874 × 10−5 | 4 | 7.184 × 10−6 | |||
R2 | 0.9781 | |||||
Radj2 | 0.9563 |
Note: df, degree of freedom; MS, mean square; SS, sum of squares.
*P-value <0.05 indicates statistical significance.

By default, the high levels of the factors are coded as positive sign and the low levels of the factors are coded as negative sign.
The response surfaces can be visualized as contours and/or 3D plots to constitute the variations in the response with respect to two variables, by keeping the other variable fixed (Ai et al. 2015). Figure 6 shows both contours and 3D surface response plots for as a function of (a) N vs D, (b) N vs R, (c)
vs D, and (d) D vs R, respectively. The central coordinate points among the utmost contour levels in each of the figures indicate the optimum value of corresponding parameters. Figure 6(a) and 6(c) indicate that
increases gradually with the decrease of D1 from 0.16 to 0.14, regardless of N and
at low or high level. The optimum
region can be found at
in the range of 0.145–0.155, N of 24–26, and
of 11th–13th, indicating that the effect of D1 on
is highly significant. Meanwhile, Figure 6(b) indicates that the maximum of
is obtained at N of 25 and R of 5.5 with R having more effect than N. Figure 6(d) shows the effect of D1 and R on
. It is known that
decreases steeply with decrease of R and increase of D1. As the figure reveals, both D1 and R play major role in SSD.
Contours and 3D surface plots of the content of methanol for (a) number of stages vs. distillate rate, (b) number of stages vs. reflux ratio, (c) feeding stage vs. distillate rate, and (d) distillate rate vs. reflux ratio.
Contours and 3D surface plots of the content of methanol for (a) number of stages vs. distillate rate, (b) number of stages vs. reflux ratio, (c) feeding stage vs. distillate rate, and (d) distillate rate vs. reflux ratio.
To further validate optimal values, the first partial derivative of regression equation was taken and made zero. It was concluded that the optimal values of the variables determined by RSM were N of 26, D of 0.15, R of 6 and of 13th. In these conditions, the predicted value of
was 99.5%. To check the validity of RSM, a verifying SSD experiment was conducted under the optimal condition and
was 99.28%. The experimental value was close to the theoretical predicted value, indicating the practicability of optimizing the operating conditions of SSD by RSM method. Optimal flow sheet for SSD with equipment data, steam data, reflux ratio, heat duties and operating pressures (P) is shown in Figure 7.
PRACTICAL APPLICATIONS AND FUTURE RESEARCH PERSPECTIVES
There has been very little research on pymetrozine production wastewater treatment. In terms of this issue, a pretreatment solution was provided to effectively remove nitrogen and purify methanol. The follow-up work is organic nitrogen compounds removal by complex extraction and advanced treatment of the extracted aqueous phase in order to reduce harmful substances and meet the direct emission standards. This method can also be used for pretreatment of other pesticide production wastewater and simplify the subsequent treatment process.
CONCLUSIONS
In the present work, ammonia conversion treatment and SSD process were conducted to pretreat the pymetrozine production wastewater. Aspen Plus software was used to simulate the single factor experiment of SSD. BBD based on RSM was employed to evaluate the optimal operational conditions, and and R were chosen as the most significant factor. A verifying experiment was conducted to check the validity of RSM. Optimum separation result was obtained as
of 99.28% with
of 99.95%,
less than 0.1%, and
content of 21.58% at the tower bottom, at N of 26,
of 0.15, R of 6 and
of 13th.
ACKNOWLEDGEMENT
This work was supported by Extraction Engineering Technological Research Center of Jiangsu province and Key Laboratory of Integrated Regulation and Resource Development on Shallow Lake of Ministry of Education.
This work was sponsored by National Natural Science Foundation of China (Grant No. 51979077), the Fundamental Research Funds for the Central Universities (Grant No. 2019B42414) and Jiangsu Provincial Science and Technology Program Project (Grant No. SBA2018030430 and BE2019121).
DATA AVAILABILITY STATEMENT
All relevant data are included in the paper or its Supplementary Information.