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Agarwal K, Mehta SK, Mondal PK. Unveiling nutrient flow-mediated stress in plant roots using an on-chip phytofluidic device. LAB ON A CHIP 2024; 24:3775-3789. [PMID: 38952240 DOI: 10.1039/d4lc00180j] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 07/03/2024]
Abstract
The initial emergence of the primary root from a germinating seed is a pivotal phase that influences a plant's survival. Abiotic factors such as pH, nutrient availability, and soil composition significantly affect root morphology and architecture. Of particular interest is the impact of nutrient flow on thigmomorphogenesis, a response to mechanical stimulation in early root growth, which remains largely unexplored. This study explores the intricate factors influencing early root system development, with a focus on the cooperative correlation between nutrient uptake and its flow dynamics. Using a physiologically as well as ecologically relevant, portable, and cost-effective microfluidic system for the controlled fluid environments offering hydraulic conductivity comparable to that of the soil, this study analyzes the interplay between nutrient flow and root growth post-germination. Emphasizing the relationship between root growth and nitrogen uptake, the findings reveal that nutrient flow significantly influences early root morphology, leading to increased length and improved nutrient uptake, varying with the flow rate. The experimental findings are supported by mechanical and plant stress-related fluid flow-root interaction simulations and quantitative determination of nitrogen uptake using the total Kjeldahl nitrogen (TKN) method. The microfluidic approach offers novel insights into plant root dynamics under controlled flow conditions, filling a critical research gap. By providing a high-resolution platform, this study contributes to the understanding of how fluid-flow-assisted nutrient uptake and pressure affect root cell behavior, which, in turn, induces mechanical stress leading to thigmomorphogenesis. The findings hold implications for comprehending root responses to changing environmental conditions, paving the way for innovative agricultural and environmental management strategies.
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Affiliation(s)
- Kaushal Agarwal
- School of Agro and Rural Technology, Indian Institute of Technology Guwahati, Guwahati-781039, India.
| | - Sumit Kumar Mehta
- Microfluidics and Microscale Transport Processes Laboratory, Department of Mechanical Engineering, Indian Institute of Technology Guwahati, Guwahati-781039, India
| | - Pranab Kumar Mondal
- School of Agro and Rural Technology, Indian Institute of Technology Guwahati, Guwahati-781039, India.
- Microfluidics and Microscale Transport Processes Laboratory, Department of Mechanical Engineering, Indian Institute of Technology Guwahati, Guwahati-781039, India
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Chowdhury S, Akpinar D, Nakhli SAA, Bowser M, Imhoff E, Yi SC, Imhoff PT. Improving stormwater infiltration and retention in compacted urban soils at impervious/pervious surface disconnections with biochar. JOURNAL OF ENVIRONMENTAL MANAGEMENT 2024; 360:121032. [PMID: 38749138 DOI: 10.1016/j.jenvman.2024.121032] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 02/09/2024] [Revised: 04/14/2024] [Accepted: 04/25/2024] [Indexed: 06/05/2024]
Abstract
Urban development often results in compacted soils, impairing soil structure and reducing the infiltration and retention of stormwater runoff from impervious features. Biochar is a promising organic soil amendment to improve infiltration and retention of stormwater runoff. Soil at the disconnection between impervious and pervious surfaces represents a critical biochar application point for stormwater management from urban impervious features. This study tested the hypothesis that biochar would significantly improve water retention and transmission at four sites, where varying percentages (0%, 2%, and 4% w/w) of biochar were amended to soils between impervious pavement, and pervious grassed slopes. Field-saturated hydraulic conductivity (Ksat) and easily drainable water storage capacity were monitored at these sites for five months (two sites) and 15 months (two sites). At the end of the monitoring periods, the physical, chemical, and biological properties of each site's soil were assessed to understand the impact of biochar on soil aggregation, which is critical for improved soil structure and water infiltration. Results indicated that the field Ksat, drainable water storage capacity, and plant available water content (AWC) were 7.1 ± 3.6 SE, 2.0 ± 0.3 SE, and 2.1 ± 0.3 SE times higher in soils amended with 4% biochar, respectively, compared to the undisturbed soil. Factor analysis elucidated that biochar amendment increased the organic matter content, aggregate mean weight diameter, organo-mineral content, and fungal hyphal length while decreasing the bulk density. Across the 12 biochar/soil combinations, the multiple linear regression models derived from factor analysis described the changes in Ksat and AWC reasonably well with R2 values of 0.51 and 0.71, respectively. Using soil and biochar properties measured before biochar addition, two recent models, developed from laboratory investigations, were found helpful as screening tools to predict biochar's effect on Ksat and AWC at the four field sites. Overall, the findings illustrate that biochar amendment to compacted urban soils can significantly improve soil structure and hydraulic function at impervious/pervious surface disconnections, and screening models help to predict biochar's effectiveness in this context.
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Affiliation(s)
- Sraboni Chowdhury
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716, USA; Department of Civil and Environmental Engineering, University of Iowa, Iowa City, IA 52242, USA; IIHR - Hydroscience and Engineering, University of Iowa, Iowa City, IA 52242, USA
| | - Derya Akpinar
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716, USA
| | - Seyyed Ali Akbar Nakhli
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716, USA
| | - Marcus Bowser
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716, USA
| | - Elizabeth Imhoff
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716, USA
| | - Susan C Yi
- Delft University of Technology, Faculty of Civil and Geosciences Engineering, Stevinweg 1, 2628 CN Delft, Netherlands
| | - Paul T Imhoff
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716, USA.
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Xie Y, Wang H, Guo Y, Wang C, Cui H, Xue J. Effects of microplastic contamination on the hydraulic, water retention, and desiccation crack properties of a natural clay exposed to leachate. JOURNAL OF ENVIRONMENTAL MANAGEMENT 2024; 351:119858. [PMID: 38118346 DOI: 10.1016/j.jenvman.2023.119858] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 10/05/2023] [Revised: 12/09/2023] [Accepted: 12/11/2023] [Indexed: 12/22/2023]
Abstract
Microplastic (MP) can significantly affect soil behaviour and the ecosystem. This paper presents an experimental study to investigate the effects of MP contamination and leachate exposure on the desiccation cracks, hydraulic conductivity, and water retention properties of the natural black clay. The leachate was from a landfill in Australia. The black clay was incorporated with up to 2.0% MPs by weight (w/w) with diverse dimensions and mixed with water/leachate. The measured properties include saturated hydraulic conductivity (ksat), soil-water characteristic curves, moisture evaporation rates, and crack intensity factors. The results suggest that the inclusion of MPs significantly increases ksat, and this increase is more obvious for soils with larger dimensions and contents of MPs, e.g., ksat of the black clay with 2.0% of 500 μm MP increases significantly by 206% (p < 0.05). The black clay exposed to leachate exhibits a slight increase in ksat due to the low viscosity of leachate. The existence of MPs decreases the residual moisture contents and air-entry pressures, and so does the water retention capacity (v/v %) of the black clay. The exposure to leachate increases the air-entry pressures by 6.0%-15.8% of the clay. The evaporation rates increase with the dimensions and concentrations of MPs. The highest evaporation rate (0.96 g/h) can be observed in samples exposed to 2.0% 500 μm MP with water addition. For all samples, the crack intensity factors increase when MP content is between 0.2% and 1.0% and decreases slightly after that. After being exposed to leachate, the evaporation rates and crack intensity factors of the black clay are decreased by 2.4%-12.6% and 3.6%-13.7%, respectively.
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Affiliation(s)
- Yuekai Xie
- School of Engineering and Technology, University of New South Wales, Canberra, ACT, 2612, Australia.
| | - Hongxu Wang
- School of Engineering and Technology, University of New South Wales, Canberra, ACT, 2612, Australia
| | - Yingying Guo
- School of Engineering and Technology, University of New South Wales, Canberra, ACT, 2612, Australia; Civil Branch, Infrastructure Delivery Partner, Major Projects Canberra, Canberra, ACT, 2606, Australia
| | - Chenman Wang
- Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen, 518060, Guangdong, China
| | - Hanwen Cui
- School of Engineering and Technology, University of New South Wales, Canberra, ACT, 2612, Australia; Queensland Department of Transport and Main Roads, South Coast Region, Nerang, QLD, 4211, Australia
| | - Jianfeng Xue
- School of Engineering and Technology, University of New South Wales, Canberra, ACT, 2612, Australia
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Akpinar D, Chowdhury S, Tian J, Guo M, Barton S, Imhoff PT. Understanding a wood-derived biochar's impact on stormwater quality, plant growth, and survivability in bioretention soil mixtures. JOURNAL OF ENVIRONMENTAL MANAGEMENT 2023; 348:119359. [PMID: 37871550 DOI: 10.1016/j.jenvman.2023.119359] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 07/05/2023] [Revised: 09/26/2023] [Accepted: 10/14/2023] [Indexed: 10/25/2023]
Abstract
Bioretention systems are planted media filters used in stormwater infrastructure. Maintaining plant growth and survival is challenging because most designs require significant sand. Conventional bioretention soil media (BSM) might be augmented with biochar to make the BSM more favorable to plants, to improve nutrient removal efficiency, and enhance plant survivability during drought while replacing compost/mulch components that have been linked to excess nutrient export. Pots with BSMs representing high and moderate sand content were amended with wood biochar, planted with switchgrass, and subjected to weekly storms for 20 weeks, followed by a 10-week drought. After 20 weeks, 4% biochar amendment significantly increased stormwater infiltration (67%) and plant available water (52%) in the high sand content BSM (NC mix, which meets requirements for the state of North Carolina (US) and contains no compost/mulch), and these favorable hydraulic properties were not statistically different from a moderate sand content, biochar-free BSM with compost/mulch (DE mix, which meets requirements for state of Delaware (US)). While biochar amendment improved plant height (25%), the number of shoots (89%), and total biomass (70%) in the NC mix, these parameters were still less than those in the biochar-free DE mix containing compost/mulch. TN and NO3-1 removal were also improved (28-35%) by biochar amendment to NC mix, and the resulting TN and TP loadings to groundwater were 10 and 7 times less, respectively than biochar-free DE mix with compost/mulch. During the drought period, biochar amendment increased the time to switchgrass wilting by ∼8 days in the NC mix but remained 40% less than the biochar-free DE mix. A recalcitrant carbon-like biochar mitigates some of the deleterious effects of high sand content BSM on plants, and where nutrient pollution is a concern, replacement of compost/mulch with wood biochar in BSM may be desired.
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Affiliation(s)
- Derya Akpinar
- Department of Civil and Environmental Engineering, University of Delaware, DE, 19716, Newark, USA
| | - Sraboni Chowdhury
- Department of Civil and Environmental Engineering, University of Delaware, DE, 19716, Newark, USA; Department of Civil and Environmental Engineering, University of Iowa, IA, 52242, Iowa City, USA
| | - Jing Tian
- College of Chemistry and Materials Science, Sichuan Normal University, 610066, Chengdu, China
| | - Mingxin Guo
- Department of Agriculture and Natural Resources, Delaware State University, DE, 19901, Dover, USA
| | - Susan Barton
- Department of Plant and Soil Sciences, University of Delaware, DE, 19716, Newark, USA
| | - Paul T Imhoff
- Department of Civil and Environmental Engineering, University of Delaware, DE, 19716, Newark, USA.
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Akpinar D, Tian J, Shepherd E, Imhoff PT. Impact of wood-derived biochar on the hydrologic performance of bioretention media: Effects on aggregation, root growth, and water retention. JOURNAL OF ENVIRONMENTAL MANAGEMENT 2023; 339:117864. [PMID: 37080095 DOI: 10.1016/j.jenvman.2023.117864] [Citation(s) in RCA: 5] [Impact Index Per Article: 2.5] [Reference Citation Analysis] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 11/24/2022] [Revised: 03/27/2023] [Accepted: 04/01/2023] [Indexed: 05/03/2023]
Abstract
Bioretention systems are one example of green stormwater infrastructure that may mitigate the hydrologic impact of stormwater runoff. To improve water retention while maintaining rapid stormwater infiltration, conventional bioretention soil media (BSM) might be augmented with biochar. Biochar may improve the BSM's structure by increasing soil aggregation, which might improve water retention and increase stormwater infiltration while also improving root growth. Pots with BSMs representing high and moderate sand content media were amended with a wood-derived biochar, planted with switchgrass, and subjected to weekly storms for 20 weeks, followed by a 10-week drought. In the high sand content medium (NC mix), biochar amendment increased hydraulic conductivity (Ksat), and this effect increased with time. At 0 weeks, 2% and 4% (w/w) biochar increased Ksat by 4 ± 2% and 10 ± 4%, respectively, while at 30 weeks the increase was 30 ± 10 and 70 ± 20%, respectively, above biochar-free media. Similar improvements were seen in plant available water (PAW) in NC mix. However, minimal improvements in Ksat and PAW from biochar amendment were found in the moderate sand content BSM that contained compost and mulch (DE mix). Where biochar promoted Ksat, this was correlated with increased water-stable aggregate size (r = 0.86), fine root volume (r = 0.88), and below ground biomass (r = 0.83). Important factors affecting Ksat and aggregation in the NC mix were biochar's influence on organo-mineral association, fungal hyphae length, and plant roots. Wood-derived biochar amendment to BSM may obviate the need for compost/mulch since biochar has similar effects on improving BSM hydrology and root growth without the risk of undesired nutrient leaching.
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Affiliation(s)
- Derya Akpinar
- Department of Civil and Environmental Engineering, University of Delaware, DE, 19716, Newark, USA
| | - Jing Tian
- College of Chemistry and Materials Science, Sichuan Normal University, 610066, Chengdu, China
| | - Elizabeth Shepherd
- Department of Civil and Environmental Engineering, University of Delaware, DE, 19716, Newark, USA
| | - Paul T Imhoff
- Department of Civil and Environmental Engineering, University of Delaware, DE, 19716, Newark, USA.
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Nakhli SAA, Tian J, Imhoff PT. Preparing and characterizing repacked columns for experiments in biochar-amended soils. MethodsX 2021; 8:101205. [PMID: 34434728 PMCID: PMC8374209 DOI: 10.1016/j.mex.2020.101205] [Citation(s) in RCA: 0] [Impact Index Per Article: 0] [Reference Citation Analysis] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Journal Information] [Subscribe] [Scholar Register] [Received: 10/31/2020] [Accepted: 12/27/2020] [Indexed: 11/19/2022] Open
Abstract
Laboratory soil column experiments have been frequently performed for investigating various soil-related processes. In recent years, the demand for using biochar as a soil amendment for environmental and agricultural purposes has increased significantly. To assess the beneficial impacts of biochar, laboratory column experiments may be conducted using repacked biochar-amended soil before large-scale biochar application. Biochar is a porous material that might have transient hydrophobicity, and particle density, size, and shape that often differ from native soil. These factors might cause several experimental problems in repacked laboratory columns, including unrealistic hydraulic and solute transport and transformation measurements, spatial variation of biochar content, and error in estimating the repacked biochar-amended soil properties. Therefore, it is necessary to modify standard repacked column packing procedures for biochar-amended soil. In this work, several modifications are described for preparing repacked biochar-amended soils. The modifications are rinsing and oven-drying biochar, determining the optimum moisture content to achieve a homogenous mixture, determining the desired bulk density before column packing, and mixing and packing under wet conditions. In addition, repacked columns should be characterized by their inter, intra, and total porosities and pore volume after column packing.Steps are recommended prior to packing the repacked biochar-amended soil columns: rinsing biochar and pre-determining optimum moisture content and bulk density. Columns are wet-packed in subsections at the optimum moisture content to the desired bulk density. Following packing, the inter, intra, and total porosities and pore volume should be determined. These steps will reduce unrealistic transient results, inhibit nonuniform packing and heterogeneity of biochar content, and provide important information for interpreting the performance of biochar-amended media.
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Affiliation(s)
- Seyyed Ali Akbar Nakhli
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE, 19716, USA
| | - Jing Tian
- College of Chemistry and Materials Science, Sichuan Normal University, Chengdu, Sichuan, 610066, PR China
| | - Paul Thomas Imhoff
- Department of Civil and Environmental Engineering, University of Delaware, Newark, DE, 19716, USA
- Corresponding author.
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