4.1 Water quality characteristics
Physico-chemical characteristics of the study area such as pH, total dissolved solids (TDS), electrical conductivity (EC), salinity, total ammonia (TA), dissolved oxygen (DO), biological oxygen demand (BOD5), chemical oxygen demand (COD), PO4, SO4, NH3, NO2, and NO3 were determined according to the standard Indian procedures and the entire test results shown in Table 3. The pH of the water samples was ranging from 7.4 to 9.4 indicating that a higher alkaline environment and not suitable for drinking water. The EC values are not within the maximum permissible limit. The TDS values were fall out of the standard limits (500 mg/l), only 5% of tested samples were within the desirable limits. TDS generally comprises particulate organic matter and inorganic salts, high values of TDS were seen in the intensive farming zone. This can be attributed due to the particulate matter from the uneaten feed and shrimp effluents. BOD5 represents the organic pollutants in the water, the average values in this study ranges from 0.6 to 14.2 ppm and were reportedly higher in the intensive zone practice.
Table 3
Physico-chemical characteristics of aquaculture pond water
Sample Id
|
pH
|
TDS
(ppm)
|
EC
(µs/cm)
|
Salinity
(ppt)
|
T.A.
(ppm)
|
PO4
(ppm)
|
SO4
(ppm)
|
DO
(ppm)
|
BOD5
(ppm)
|
COD
(ppm)
|
NH3
(ppm)
|
NO2
(ppm)
|
NO3
(ppm)
|
V1 (a)
|
8.2
|
360
|
320
|
5
|
84
|
Nil
|
Nil
|
4.0
|
12.6
|
36
|
6.14
|
0.04
|
1.21
|
V1 (b)
|
8.7
|
850
|
1055
|
14
|
215
|
Nil
|
Nil
|
4.0
|
12.6
|
38
|
2.20
|
0.04
|
1.21
|
V2 (a)
|
8.5
|
6200
|
8900
|
8
|
180
|
Nil
|
0.25
|
5.9
|
10.6
|
76
|
1.48
|
2.18
|
9.07
|
V2 (b)
|
8.2
|
180
|
230
|
10
|
84
|
Nil
|
Nil
|
5.3
|
12.6
|
36
|
2.20
|
0.04
|
1.21
|
V3 (a)
|
9.4
|
3240
|
4500
|
8
|
140
|
Nil
|
Nil
|
3.5
|
14.2
|
84
|
4.15
|
0.85
|
8.08
|
V3 (b)
|
8.1
|
540
|
1400
|
7
|
320
|
Nil
|
Nil
|
5.5
|
13.6
|
32
|
5.30
|
1.20
|
4.62
|
V4 (a)
|
8.8
|
420
|
451
|
4
|
160
|
Nil
|
Nil
|
4.6
|
12.8
|
48
|
1.5
|
0.03
|
4.38
|
V4 (b)
|
8.4
|
2340
|
5675
|
2
|
180
|
Nil
|
Nil
|
3.5
|
11.4
|
78
|
0.60
|
0.48
|
6.60
|
V5 (a)
|
7.8
|
180
|
465
|
0
|
160
|
0.30
|
1100
|
5.0
|
3.6
|
36
|
1.24
|
0.05
|
11.4
|
V5 (b)
|
7.4
|
320
|
580
|
0
|
180
|
0.1
|
Nil
|
4.6
|
2.8
|
48
|
1.50
|
0.33
|
4.38
|
V7 (a)
|
8.3
|
2400
|
8350
|
2
|
260
|
Nil
|
Nil
|
4.5
|
11
|
36
|
2.55
|
1.26
|
4.48
|
V7 (b)
|
8.7
|
4200
|
58000
|
8
|
430
|
Nil
|
Nil
|
5.5
|
12.4
|
88
|
3.15
|
0.17
|
4.16
|
V8 (a)
|
8.2
|
7240
|
11200
|
6
|
232
|
0.1
|
1778
|
5.8
|
10.6
|
45
|
3.47
|
0.92
|
8.84
|
V8 (b)
|
9.4
|
760
|
1154
|
5
|
400
|
Nil
|
Nil
|
5.0
|
12.4
|
38
|
5.02
|
1.24
|
5.15
|
V9 (a)
|
8.6
|
530
|
890
|
4
|
310
|
0.15
|
815
|
6.0
|
11
|
60
|
1.15
|
0.88
|
10.6
|
V9 (b)
|
7.6
|
8700
|
53000
|
4
|
132
|
0.3
|
312
|
9.2
|
11.3
|
48
|
4.4
|
0.06
|
2.51
|
V10 (a)
|
8.5
|
4140
|
760
|
4
|
210
|
0.15
|
860
|
2.0
|
15
|
78
|
2.62
|
0.08
|
2.51
|
V10 (b)
|
8.5
|
1200
|
8000
|
11
|
245
|
Nil
|
Nil
|
4.5
|
3.4
|
36
|
2.4
|
0.45
|
11.6
|
V19 (a)
|
8.4
|
250
|
460
|
7
|
195
|
Nil
|
Nil
|
5.5
|
12.6
|
45
|
0.48
|
0.07
|
10.2
|
V19 (b)
|
7.4
|
520
|
850
|
2
|
170
|
Nil
|
Nil
|
4.9
|
0.6
|
64
|
0.97
|
0.04
|
5.75
|
V27 (a)
|
8.2
|
1100
|
2180
|
11
|
300
|
Nil
|
Nil
|
5.3
|
2.8
|
60
|
5.09
|
1.29
|
6.15
|
V27 (b)
|
7.8
|
1500
|
2200
|
2
|
170
|
0.4
|
0.15
|
5.5
|
2.8
|
64
|
1.08
|
0.05
|
13.1
|
V28 (a)
|
8.4
|
450
|
780
|
4
|
170
|
Nil
|
Nil
|
4.0
|
15
|
65
|
0.18
|
1.24
|
4.66
|
V28 (b)
|
8.4
|
3200
|
6500
|
8
|
170
|
Nil
|
Nil
|
5.5
|
4.5
|
65
|
1.66
|
2.16
|
5.45
|
V34 (a)
|
8.3
|
2300
|
3400
|
4
|
160
|
0.3
|
716
|
7.3
|
5.3
|
32
|
1.23
|
0.33
|
4.53
|
V34 (b)
|
8.4
|
3400
|
5450
|
0
|
315
|
Nil
|
Nil
|
5.5
|
11.6
|
78
|
1.85
|
1.44
|
11.6
|
V35 (a)
|
8.2
|
8000
|
12000
|
8
|
280
|
Nil
|
Nil
|
3.3
|
10.4
|
65
|
1.24
|
0.05
|
7.15
|
V35 (b)
|
7.8
|
3600
|
52000
|
13
|
170
|
Nil
|
Nil
|
5.0
|
5.3
|
32
|
0.54
|
2.18
|
9.07
|
V39 (a)
|
8.5
|
5000
|
10080
|
9
|
185
|
0.43
|
Nil
|
3.0
|
14.5
|
88
|
1.23
|
0.33
|
4.53
|
V39 (b)
|
8.5
|
8200
|
11800
|
10
|
500
|
Nil
|
Nil
|
5.3
|
2.8
|
60
|
5.59
|
2.39
|
9.32
|
Seasonal changes (post-monsoon and pre-monsoon) in water characteristics are reflected in the study area. The total ammonia and BOD5 concentrations were not within the Indian standard limits during post-monsoon. This could be due to the higher temperatures in summers allows more chemical and biological reactions. Other hand, there is no significant change in the TDS values during post-monsoon and pre-monsoon. This is due to the excess particulate matter such as uneaten feed, shrimp waste, and poultry manure generated from the aquaculture ponds remains same. Ammonia is the major concern with the higher concentrations in the ponds falling in Zone-III. Further, the higher load of ammonia leads to a reduction of dissolved oxygen.
4.2 Aquaculture Pond subsoil characteristics
In general, the construction of new ponds involves excavation of surface soil and used as a fill material for earthen embankments. Most of the aquaculture ponds are normally on clayey deposits with a low amount of organic matter and nutrients at the initial stage of the crop. After two or more crops in the new pond, surface soil exposed with aquaculture effluents may increase the nutrients, organic matter, particulate matter, and phytoplankton blooms. This may further influence the physico-chemical characteristics and geotechnical characteristics of the surface and subsoil. This is also reflected in the behaviour of aquaculture sludge leachate and clays interaction. In this study, in dried aquaculture ponds after crop, soil samples were collected with the help of PVC pipe with a diameter of 15cm and length of 1.8m was penetrated and collected undisturbed soil samples. The samples were tested for physicochemical characteristics, geotechnical properties, and aquaculture leachate and clay interactions.
4.2.1 Physico-chemical characteristics
Table 4 shows the physicochemical test results of soil samples collected from the soils exposed with various intensities of aquaculture sediments. From Table 4, by comparison, it was clear that zone-III soils exhibited higher contents of potassium and phosphorus. This is due to the uneaten feed (phosphorus) strongly adsorbs to the clay. Moreover, aquaculture pond soil adsorbed phosphorus will not release into the water due to the highly insoluble behaviour of phosphorus. In the study area, test results exhibit cations trend was Ca2+ > Na+ > Mg2+> K+. This could be due to the excessive lime, potassium, and magnesium usage in the ponds. The discharged effluents from the aquaculture ponds were having a higher concentration of nutrients leads to eutrophication, higher contents of salinity reduce the vegetation growth, and higher concentrations of chemicals lead to ecological imbalance.
Table 4
Physico-chemical characteristics of aquaculture pond subsoil
Zone
|
Village
|
pH
|
TDS
(ppm)
|
EC
(µs/cm)
|
TOC (%)
|
TN (kg/acre)
|
P (kg/acre)
|
K (kg/acre)
|
S (kg/acre)
|
Na (ppm)
|
Intensive
(III)
|
V1
|
8.2
|
2.5
|
5.1
|
1.45
|
116
|
507
|
570
|
245
|
238
|
V2
|
8.0
|
4.2
|
2.2
|
2.28
|
1077
|
472
|
432
|
230
|
215
|
V3
|
7.7
|
2.9
|
2.5
|
3.98
|
125
|
491
|
848
|
218
|
178
|
V4
|
7.5
|
2.1
|
5.4
|
3.72
|
32
|
484
|
564
|
156
|
165
|
V5
|
7.4
|
1.7
|
2.3
|
2.99
|
118
|
490
|
388
|
165
|
182
|
Semi-intensive (II)
|
V7
|
7.2
|
1.8
|
2.7
|
2.22
|
188
|
377
|
375
|
154
|
174
|
V8
|
7.2
|
1.6
|
2.4
|
1.12
|
85
|
257
|
415
|
145
|
163
|
V9
|
7.8
|
1.2
|
1.8
|
1.18
|
102
|
186
|
345
|
205
|
162
|
V10
|
7.7
|
0.5
|
0.7
|
1.45
|
78
|
154
|
386
|
88
|
125
|
V19
|
7.6
|
1.1
|
1.9
|
1.85
|
84
|
132
|
243
|
106
|
128
|
Traditional
(I)
|
V27
|
7.6
|
1.7
|
2.6
|
0.84
|
95
|
195
|
334
|
115
|
134
|
V28
|
7.6
|
1.2
|
2.3
|
0.74
|
68
|
88
|
355
|
125
|
185
|
V34
|
7.4
|
1.2
|
1.8
|
0.84
|
76
|
85
|
245
|
155
|
215
|
V35
|
7.0
|
1.4
|
1.3
|
1.05
|
82
|
157
|
175
|
145
|
113
|
V39
|
7.4
|
1.2
|
1.7
|
1.16
|
82
|
165
|
235
|
165
|
151
|
4.2.2 Geotechnical properties
Table 5 shows the entire test data of the plasticity characteristics and hydraulic behaviour of the soil samples collected in the aquaculture ponds. All the tested samples were expansive clays possessing intermediate to high compressibility. Free swell index of the samples ranging from 55 to 145%, zone -I samples was exhibiting higher free swell index values compared with Zone-II and Zone-III. This could be due to the presence of lime content in the aquaculture water that reacts with the clayey soil. Further, due to the flocculation of particles and ion exchange hydraulic conductivity also improved.
Table 5
Plasticity and hydraulic behaviour of aquaculture pond clays
Zone
|
Sample Id
|
Liquid limit, LL (%)
|
Plastic limit, PL (%)
|
Plasticity index, PI (%)
|
FSI
(%)
|
Hydraulic conductivity
(cm/sec)
|
Intensive (III)
|
V1
|
65
|
21
|
44
|
85
|
3.2x10−5
|
V2
|
60
|
24
|
36
|
80
|
5.1x10−5
|
V3
|
68
|
20.5
|
47.5
|
75
|
6.8x10−6
|
V4
|
44
|
18
|
26
|
55
|
5.5x10−5
|
V5
|
54
|
21.5
|
32.5
|
85
|
3.6x10−5
|
Semi-intensive (II)
|
V7
|
62
|
32.5
|
29.5
|
75
|
2.8x10−6
|
V8
|
64
|
33
|
31
|
55
|
5.6x10−7
|
V9
|
84
|
33.5
|
50.5
|
130
|
6.9x10−7
|
V10
|
64
|
19.5
|
44.5
|
80
|
4.4x10−6
|
V19
|
84
|
29
|
55
|
120
|
4.5x10−6
|
Traditional (I)
|
V27
|
80
|
30
|
50
|
105
|
4.2x10−7
|
V28
|
89
|
31
|
58
|
130
|
4.6x10−6
|
V34
|
82
|
32
|
50
|
114
|
5.0x10−6
|
V35
|
76
|
34
|
42
|
145
|
5.5x10−7
|
V39
|
88
|
25
|
63
|
136
|
4.4x10−7
|
By comparison, Zone-III and Zone-I, plasticity behaviour of the Zone-III pond bottom clays exhibits low plasticity behaviour due to the cation exchange of clays and aquaculture sludge. The observed trends are in agreement with the Khodary et al. (2020) that leachate concentration of industrial solid waste landfill shows that reduction of plasticity behaviour of clays due to the free ions such as K+, NH4+, Ca+2, and Na+ replaced the cations of the clay surface (double diffusion layer) and further improves the pores between the particles. Moreover, monovalent cations contribute to the reduction of the double diffusion layer of clays and adsorbed water.
Hydraulic conductivity is high in the zone-III because of the flocculation and agglomeration of particles and due to ion exchange of clay particles and lime content.
4.2.3 Aquaculture sludge leachate and clays interaction
The cation exchange capacity (CEC) values of the clays were vital in the selection of clays as a water barrier material. In this study, CEC values were determined by using the test procedure reported by Rhoades (1983) and results were shown in Table 6. The CEC values of clays blended with the aquaculture leachate were significantly decreased due to the exchange of ions. CEC values of the virgin clays and clays blended with the aquaculture sludge leachate were shown in Table 6. On the other hand, there is a relation between the CEC values and swelling behaviour of clays, it is safer to select clays with lower CEC values (<20 mEq/100gm) for the foundation material, pavement subgrade material, and backfill material (Yu et al. 2014). Clays and aquaculture sludge leachate interaction contributes to the exchange of ions such as NH4+, K+, Ca+2, and Na+ in the clays. So, clays exposed with aquaculture leachate show a significant effect on the clay mineralogy. This can further influence the double diffusion layer and surface forces or attractions of clays. Ions of NH4+, K+, Ca+2, and Na+ were significantly increased with the increasing aquaculture sludge leachate concentration. Apart from the effect of aquaculture leachate and CEC, understanding the combined effect of CEC and swelling behaviour of clays is advantageous for construction activities. Moreover, due to the proportionality between the cation exchange and permeability of clays, it is required to understand or monitor the groundwater quality for a sustainable environment.
Table 6
Effect of aquaculture leachate on clay minerology
Condition
|
Plasticity Index, %
|
CEC, mEq/100g
|
Ammonia, mEq/100g
|
Potassium, mEq/100g
|
Sodium, mEq/100g
|
Calcium, mEq/100g
|
Clay with no leachate exposure
|
59
|
52.55
|
0.04
|
3.27
|
0.22
|
31.35
|
Clay with Zone-III aquaculture leachate exposure
|
54
|
42.67
|
18.35
|
15.44
|
7.45
|
40.18
|
Clay with Zone-II aquaculture leachate exposure
|
51
|
34.82
|
39.54
|
24.17
|
32.88
|
42.15
|
Clay with Zone-I aquaculture leachate exposure
|
43
|
26.44
|
52.44
|
42.87
|
51.14
|
44.27
|