1. Introduction
In recent years, the aquaculture industry has experienced rapid growth, leading to an expansion in the size of aquaculture ponds. In 2021, within China, the cumulative expanse of aquaculture ponds has attained a span of 26,450 m
3, constituting 51.7% of the nation's overall freshwater aquaculture region [
1]. Notably, the aggregate territory of aquaculture ponds within the Yangtze River Basin has encompassed an extensive area of 14,567 m
3. [
1]. However, aquaculture ponds are currently confronted with water degradation issues, primarily including water pollution, eutrophication and sediment contamination [
2,
3]. The aquaculture industry has faced challenges in terms of ecological benefits and sustainable development of the environment.
To improve the water quality, eco-engineering measures encompassing ecosystem reconstruction and population control techniques for aquatic plants, benthic organisms and microorganisms have been implemented in reconstruction of water ecosystems [
4,
5]. These methods not only have been applied in ecological restoration of large lakes and wetlands including Taihu Lake, Chaohu Lake, Dianchi Lake, West Lake, but also used to control and maintain the water quality of large artificial lakes, streams and pools in urban open space [
6]. The effect of ecological redevelopment on water ecosystems mainly are conducted in eutrophic lakes and constructed wetlands [
7,
8]. In aquaculture ponds, terrain modification has been carried out by dismantlement of pond dikes, drainage treatment, sediment replacement, and sun exposure at the bottom of pond in Yilong Lake in Yunnan [
5]. Also, the implementation of vegetative buffer zones, including reintroduction of aquatic plants and construction of ecological floating islands has been completed in Qiachuan Town within the Yellow River Nature Reserve [
4]. Indeed, there are a few reports on reconstruction of water ecosystems from aquaculture ponds [
9,
10,
11].
It is practical and effective to perform post-evaluation of ecological redevelopment on its achievements [
12,
13]. Two aspects for water environmental quality evaluation need to be mentioned, namely, using the water quality index to evaluate the ecosystems redevelopment and conducting comprehensive evaluation including water quality and sediment index [
14]. However, the existing assessment studies are carried out immediately after engineering completion with few indicators and short cycle [
15,
16]. For example, water quality chemical indicators such as transparency, total nitrogen, total phosphorus, permanganate index, suspended solids, and chlorophyll A were selected to evaluate the effectiveness of the water environmental pollution control project in Xuanwu Lake, Nanjing [
17]. Related indicators such as total nitrogen, total phosphorus, nitrate nitrogen, nitrite nitrogen, and chlorophyll A were chosen to evaluate the water quality changes after 6 months of the water ecological restoration project in Dalian Lake, Shanghai [
18]. A comprehensive evaluation of 12 physical and chemical indicators of water quality including pH, dissolved oxygen, conductivity, total dissolved solids, salinity, COD, BOD
5, ammonia nitrogen, total nitrogen, total phosphorus, chloride, and total suspended solids was conducted for the ecological restoration demonstration project in Dagupai River in Tianjin [
19]. Additionally, long-term and stable biological restoration measures have been predominantly qualitative, lacking quantitative data [
20,
21,
22].
The quality of sediments is also an important aspect of water environmental quality evaluation. The runoff inflow into water body is full of nutrients and heavy metals, which becomes the primary source of pollution [
23,
24]. Specially, most nitrogen and phosphorus that are the primary load of water body nutrients and participate in the circulation of water ecosystems undergo physical, chemical and biological processes. Heavy metals are deposited into sediments [
25]. The assessment of sediments not only facilitates the recognition of water quality status and its evolution characteristics but also enables the identification of key pollution factors and the implementation of effective preventive and control measures. Furthermore, it provides a scientific basis for the formulation of water pollution control and water environment restoration plans [
26,
27].
In this study, both eco-engineering technologies and achievements of landscape water reconstructed from aquaculture ponds in Shanghai Chenshan Botanical Garden were investigated. The objectives of this study were: (1) to introduce a comprehensive restoration approach that combines fast-acting, short-term engineering measures with long-term, stable biological restoration measures for transforming aquaculture ponds into landscape water ; (2) to establish a scientific and effective long-term evaluation method for assessing the ecological outcomes of ecosystem reconstruction; (3) to provide a valuable reference for redevelopment of water ecosystems from aquacultural bonds using ecological engineering technologies.
2. Materials and Methods
2.1. Study Area
The research site with geographical coordinates of the central position (31°04′48.10″N, 121°11′5.76″ E) was located on Songjiang district in Shanghai, China (
Figure 1). Shanghai has a subtropical monsoon climate, with an annual temperature of 15.4
oC and an annual rainfall of 1103.2 mm. 60% of rainfall is concentrated in the rainy season from May to September. The soil in Shanghai previously described is a silty clay loam with an elevated pH of 8.
The total area was 207,000 m
2, with Chenshan hill, village, rivers, farmlands and aquaculture ponds covered. In this region, the area of surface water was 90,774 m
2, of which aquaculture ponds accounted for 34.5% [
28] (
Figure 2). The maximum value on nitrogen content of surface water in aquaculture ponds was 13.54 mg/L, leading to frequent outbreak of eutrophication and fertile sediments. Moreover, there were excessive heavy metals in ponds such as As, Cd and Zn [
29].
2.2. Eco-engineering treatments
2.2.1. Hydrodynamic reconstruction
The research site was design within Shanghai Chenshan Botanical Garden, which was composed of hills, water and plants. Its surface water area has been expanded to 200,000m
2 by terrain consolidation and reshaping from rice farmlands and aquaculture ponds (
Figure 3). During the initial phase of construction, the removal and replacement of heavily contaminated sediments in rice fields and aquaculture ponds were accomplished, effectively reducing the levels of nutrients and heavy metals in existing sediments. The landscape water system was divided into four subareas following as water flow direction, which was sequenced by Shenjing River (19,041 m
2), West Lake (104,296 m
2), Aquatic Garden (25,823 m
2) and East Lake (49,684 m
2). To improve the water quality, a water treatment plant with a total area of 10000 m
2 including the semi-buried sewage treatment plant, surface flow and subsurface flow constructed wetlands was constructed in the western part of the garden.
A cycle purification system was designed and established in landscape water (
Figure 4). The landscape water which mainly relies on natural precipitation replenishment is circulated through methods such as groundwater replenishment and outside river supplement. There were 40,000 m
3 volumes in all surface water estimated by the designed mean depth of 2 m water. The designed hydrodynamic cycle was almost one month. A total of 10,000 m
3 waters were pumped from East Lake to water treatment plant through a pipeline each day, with maximum daily supplement amount of 3000 m
3 from river in outside.
2.2.2. Water purification treatment
In order to avoid directly polluting the water in the landscape, rainwater storage and infiltration systems were implemented at the terminus of the drainage channels. The rainwater required undergoing filtration and percolation through the soil prior to entering the landscape water.
The circulation water and supplement water of river in outside were first subjected to artificial reinforcement treatment such as coagulation and sedimentation in the semi-buried sewage treatment plant to remove most of the suspended substances, total phosphorus and organic matter. Only 3,000 m
3 water flowed into 3,000 m
2 surface flow constructed wetlands and 56 parallel independent 65m
2 subsurface flow constructed wetlands to remove substances such as organic matter, ammonia nitrogen, and total phosphorus [
30,
31] (
Figure 5).
2.2.3. Aquatic ecosystem restoration
The sediments of aquaculture ponds were replaced with river sands and absorbent substrates such as vermiculite. The waterfront space was reconstructed into natural, near-natural and erects revetments. The length of natural revetments accounted for 74.4% of the entire waterfront space while erect revetments was only 12.3%[
32].
The selection of aquatic species should prioritize their ecological functions and water purification abilities, especially the native species. In natural and near-nature waterfront spaces, vegetation zones with hygrophytes, emergent plants, floating-leaf plants or submerged plants were replanted gradually. In waterfront space above normal water level, water-tolerant hygrophytes such as
Taxodium mucronatum,
Salix babylonica,
Pterocarya stenoptera,
Metasequoia glyptostroboides,
Glyptostrobus pensilis, Triadica sebifera, and
Cephalanthus tetrandrus were replanted. Around normal water level, emergent aquatic plants such as
Sagittaria trifolia subsp. leucopetala,
Juncus effusus,
Cyperus involucratus, and
Typha orientalis were replanted. Floating-leaf aquatic plants such as
Nymphaea tetragona and
Nymphoides peltata and submerged plants such as
Ceratophyllum demersum,
Vallisneria natans, and
Hydrilla verticillata were replanted (
Table 1). The planting area of different types of aquatic plants follows the order: submerged plants > emergent plants > floating-leaf plants. The planting area of floating-leaf plants is 2.67 times larger than that of other types of aquatic plants.
Aquatic animals should be selected based on their ability to effectively remove suspended particles such as algae and debris, with a focus on short food chains. A certain number and variety of filter-feeding fish, carnivorous fish, and benthic animals have been reintroduced to improve the purification ability and stability of the aquatic ecosystem (
Table 2).
2.3. Sampling and testing
A total of 12 sampling points were set up for water quality monitoring and sediments testing. According to the surface water area, points 1~3 were located in Shenjing River, points 4~7 in West Lake, points 8~9 in Aquatic Garden and points 10~12 in East Lake. During 2015-2017, samples were collected once every month to detect the dissolved oxygen (DO), pH, conductivity (EC), BOD5, CODcr, total nitrogen, ammonia nitrogen, and total phosphorus. In August 2016, 0-10 cm top sediments were collected by a grab-type sampler and placed into a clean polyethylene self-sealing bag.
The following parameters of water quality were measured in the laboratory, immediately after sampling: dissolved oxygen and temperature (Hach HQ30d, USA), pH (Hach HQ411d, USA), turbidity (Hach 2100Q, USA), and electrical conductivity (Leici Company, China). Samples of COD, TN and TP were kept frozen and analyzed the day after sampling. Moreover, parameters of CODcr, NH3-N, TN and TP were measured according to APHA (2005). BOD5 was determined by first measuring the dissolved oxygen value immediately. These samples were then incubated for 5 days at 20°C and measured again. The D-value (mg/L) was calculated as the 5-day biochemical oxygen demand.
The sediments samples were air-dried naturally in a cool and ventilated environment and then processed by removing gravel, shells, and weeds before being sieved through a 100-mesh (0.154 mm) nylon sieve. TN of sediments was determined using the Kjeldahl method, TP was determined using the HClO4-H2SO4 method, and organic matter was determined by virtue of the potassium dichromate volumetric method. Heavy metals were determined using the HNO3-H2O2-HCl digestion method. The digested solutions of samples were analyzed using inductively coupled plasma atomic absorption spectrometry (Agilent ICPMS 7700®).
2.4. Data analysis
2.4.1. Organic matter and nitrogen
The classification standards for sediment organic nitrogen and organic indexes are displayed in
Table 3. The organic matter consisting of organic nitrogen and organic carbon was an important indicator of the environmental status of sediment.
Their calculation formulas were as following [
34,
35]:
Organic nitrogen (%) = total nitrogen (%) × 0.95
Organic carbon (%) = organic matter (%) / 1.724
Organic index = organic carbon (%) × organic nitrogen (%)
2.4.2. Nemero comprehensive pollution index
The nemero comprehensive pollution index was an evaluation method based on the single-factor pollution index, which was required, the establishment of environmental indicator quantity standards. The calculation method was as following:
In the formula,
represents the single-factor evaluation index;
represents the measured content of the i-th environmental indicator quantity;
represents the evaluation standard of the environmental indicator quantity.
represents the Nemero comprehensive index;
represents the number of evaluation indexes, and
represents the maximum value of the single-factor evaluation index [
36,
37,
38].
The grade standards for the comprehensive pollution index were shown in Table 5. When evaluation on the comprehensive pollution of sediment nutrients, the background values of TN and TP in the Taihu Basin sediment were selected as the regional background values [
39], i.e. C
s=0.67 g/kg for TN and C
s=0.44 g/kg for TP.
Table 4.
Standards for single- and nemero comprehensive pollution index.
Table 4.
Standards for single- and nemero comprehensive pollution index.
Level |
|
|
Index pollution degree |
1 |
≤0.7 |
≤0.7 |
Clean (safe) |
2 |
0.7<≤1.0 |
0.7<≤1.0 |
Slightly pollution (cautionary level) |
3 |
1.0<≤2.0 |
1.0<≤2.0 |
Moderately pollution |
4 |
2.0<≤3.0 |
2.0<≤3.0 |
Heavily pollution |
5 |
>3.0 |
>3.0 |
Extremely pollution |
When evaluation on the comprehensive pollution of heavy metals in sediments, the soil background values of Shanghai were used as the regional background values [
40], i.e. As 9.1 mg/kg, Cr 75 mg/kg, Zn 86.1 mg/kg, Pb 25.47 mg/kg, Cd 0.132 mg/kg, Ni 31.9 mg/kg, Cu 28.59 mg/kg, and Hg 0.101 mg/kg.
When evaluation on the comprehensive pollution of water quality, the Class III water standard in the Surface Water Environmental Quality Standards (GB 3838-2002) was used as the background value in this region, i.e., DO 5 mg/L, CODcr 20 mg/L, TN 1 mg/L, ammonia nitrogen 1 mg/L, TP 0.05 mg/L, and BOD5 4 mg/L.
4. Discussions
Since 1950, more than 1.3 million hm
2 of lakes have been lost in China due to land reclamation for agriculture, aquaculture and infrastructure development [
41,
42]. Many cases of ecological restoration engineering have been implemented in degraded or disturbed lake wetlands and reached a certain achievements [
6]. Notable changes of the composition and quality of water and sediments were observed in this study. The levels of ammonia nitrogen, TN, and TP in the water have shown a consistent decrease over time [
43]. Continuous quantitative assessments were conducted over a two-year, a majority of water were exhibited mild to moderate pollution levels. The high input of fertilizers in Aquatic Garden required for plant maintenance which would result in non-point source pollution pressure, consistent with findings by P.A. Vadas et al. [
44]. According to assessment results of the single pollution index and Nemero comprehensive pollution index for sediments, TN content of this study was lower compared to Poyang Lake [
45], Chaohu Lake [
46], Dongting Lake [
47], and Dalian Lake [
48]. TP content was also lower than that of Dalian Lake[
48], Dianshan Lake [
49] and Chaohu Lake[
46]. The Cu, Zn, Cd, and Pb content in sediment in this study was significantly lower than those in Dalian Lake [
48], Dianshan Lake [
50], Dishui Lake [
51] and other public park water in Shanghai [
52], while Hg, As, Ni, and Cr was showed differences. These results can be attributed to the following eco-engineering techniques in hydrodynamic circulation reconstruction, water purification treatment and aquatic ecosystem restoration along with plant harvesting management.
Firstly, two common approaches for shallow lake restoration nowadays need to be mentioned, namely, decreasing the total nutrient load by pollution sources control [
53,
54] and increasing the hydrodynamic circulation [
55]. Although organic matter and nutrients in the water primarily originate from surface runoff with only a minimal contribution from higher plants and planktonic organisms, as was indicated by the C/N ratio of sediments, with an average value of 11.98. The improvement of hydraulic conditions increases the oxygenation capacity of the water, promoting the dilution capacity and self-purification ability of the water ecosystems [
56,
57], as was demonstrated by the evaluation of DO, COD
Cr and BOD5 of water in this study. This closed landscape water could reach a better performance in comparison with outside rivers [
6]. Moreover, the operation of hydrodynamic circulation systems with ecological measures over a period of 30 days has more cost-effectively than tap water replenishment planned every 10 days [
58]. Thus, closed hydrodynamic circulation systems with approximately 30 day’s period can ensure the water quality healthy and operational economically in regional area.
Secondly, approximately 10,000 m
3 of water were pumped into the water purification treatment per day, sometimes, 3000 m
3/day were pumped from outside river when the landscape water needs to be replenished. Coagulation-sedimentation is one of the considerable techniques for pretreating the waste water. The total suspended solids are effectively reduced or eradicated in raw water regulation ponds and coagulation sedimentation tank, which are subsequently eliminated through the sludge removal system. Other pollutions such as COD
Cr, BOD
5, TN, NH
4-N, TP were reduced by surface and subsurface flow treatment wetlands [
59,
60]. Surface flow treatment wetlands are the favored option for stormwater wetlands as well as tertiary treatment wetlands designed to polish minimally polluted effluents [
61,
62]. Subsurface flow treatment wetlands may be more efficient at removing nutrients, because the media contribute to phosphorus absorption or sever as a substrate for microbial development [
63,
64]. Meanwhile, wetland plants not only directly assimilate heavy metals from wastewater through their own growth, but also eliminate heavy metals through the secretion of metabolites and their influence on rhizosphere microorganisms. For instance, plant roots secrete metal-binding proteins that can form complexes or chelate heavy metals in wastewater, rendering them less reactive [
65]. In this case study, the combination of coagulation-sedimentation, surface and subsurface flow treatment wetlands are contributed the comprehensive of different pollution in water of circulation or replenishment.
Thirdly, aquatic ecosystem restoration and it’s effectively management play the final barrier for water quality and ecosystem health. During the process of aquatic ecosystems restoration, plants are chosen based on their ecological functionality and water purification capabilities. Studies have shown that submerged aquatic plants have significantly higher nitrogen and phosphorus content, and heavy metal accumulation compared to floating and emergent plants [
66,
67]. The nitrogen and phosphorus removal efficiency of submerged plants such as
Hydrilla verticillata and
Vallisneria natans is greater than that of emergent plants like
Typha orientalis and
Phragmites australis [
68,
69]. By introducing appropriate filter-feeding fish species, the eutrophication of the water body can be suppressed, and snails and mussels also contribute to the purification of water quality [
70,
71]. In this case study, the plantation area of submerged plants is 2.67 times larger than that of other aquatic plants, filter-feeding fish species such as
Hypophthalmichthys molitrix,
Ctenopharyngodon idellus, and
Cristaria plicata, as well as benthic organisms, which effectively decrease the concentration of nutrients in the water. It has been reported that submerged plants typically require around 10 days for phosphorus release and 28-30 days for total nitrogen release. This result in submerged plants should be harvested within one week after their death [
72]. The optimal harvesting time for
Canna indica and
Juncus effusus, based on nitrogen and phosphorus uptake, is determined to be in April, May, and June, respectively [
73]. In this case study, submerged plants are harvested every month from April to November, while emergent plants and floating are harvested at the end of growth season, as part of a management strategy to efficiently remove nitrogen and phosphorus. The presence of aquatic organisms in the aquatic ecosystem can effectively reduce the levels of nutrients in the water environment.