SinoGreenTech Academic Portal
Open AccessDOI: 10.13205/j.hjgc.202606004Original Research

Environmental Impact and Cost Analysis of Ecological Buffer Zones from an LCA-LCC Perspective

Beijing Forestry University, College of Environmental Science and Engineering

Read Executive PreviewQuick FAQ
Environmental Impact and Cost Analysis of Ecological Buffer Zones from an LCA-LCC Perspective
Graphical Abstract / Figure
Published In
Journal of Environmental Engineering Technology
Published:January 15, 2026Edition:Vol. 44, Issue 6 • pp. 100-112Citation:SHI Wanxian et al. (2026), Journal of Environmental Engineering Technology
Impact FactorPeer-Reviewed Core

Key Takeaways & Executive Findings

  • • • Constructed wetlands achieve the lowest comprehensive cost at ¥1.01 yuan/m³ and exhibit the lowest environmental load across most impact categories, with only slightly higher land resource consumption intensity, making them the preferred environmental-economic option for non-point source pollution control. • • Ecological intercepting ditches show moderate comprehensive cost (¥1.57 yuan/m³) but higher impacts in metal resource consumption (54.60% contribution from rebar) and other categories due to rebar and base fertilizer inputs, indicating a need to optimize material selection. • • Vegetation restoration projects have the highest comprehensive cost (¥61.14 yuan/m³) and the most significant environmental impacts, with human carcinogenic toxicity elevated, primarily driven by concrete use (73.73% contribution) and base fertilizer, highlighting the environmental burden of concrete-intensive engineering. • • Life cycle environmental costs dominate total costs across all three measures, accounting for 77.83% (constructed wetlands), 92.80% (ecological intercepting ditches), and 90.98% (vegetation restoration) of comprehensive costs, underscoring the necessity of integrating full life cycle environmental impacts into decision-making for watershed restoration projects.

Abstract

To identify optimal watershed remediation pathways under environmental and economic dimensions, an integrated environmental-economic impact assessment framework combining life cycle assessment (LCA) and life cycle costing (LCC) based on openLCA was established, using 1 m³ of treated wastewater as the functional unit. This framework comprehensively evaluated the environmental impacts and economic costs of three ecological buffer measures—constructed wetlands, ecological intercepting ditches, and vegetation restoration projects—in non-point source pollution control. The results indicated that constructed wetlands offer the optimal environmental-economic profile, featuring the lowest comprehensive cost (¥1.01 yuan/m³) and the lowest load across most environmental impact categories, with only slightly higher land resource consumption intensity. Ecological intercepting ditches exhibited higher impacts in areas such as metal resource consumption due to the use of rebars and base fertilizer inputs, resulting in a moderate comprehensive cost (¥1.57 yuan/m³). Vegetation restoration projects incurred the highest comprehensive cost (¥61.14 yuan/m³) and produced the most significant environmental impacts, with elevated indicators such as human carcinogenic toxicity. This primarily stemmed from the extensive use of concrete grass pavers and base fertilizer in rural river sections. These findings provide quantitative references for environmental-economic integrated evaluation and decision-making regarding ecological buffer zone engineering schemes in similar watersheds.

1. Introduction

Non-point source pollution has become a critical bottleneck in watershed water environmental management, particularly as point source pollution is increasingly controlled. The complexity of non-point source pollution, with its diverse origins and uneven spatial distribution, makes its remediation significantly more challenging than point source pollution. Ecological buffer zones, as key engineering measures along riverbanks, serve as barriers to intercept pollutants, restore vegetation, and reduce pollution loads entering rivers, while also providing ecosystem services such as carbon sequestration and soil conservation. However, the selection of appropriate buffer zone measures has traditionally been based on pollutant removal efficiency alone, often neglecting the broader environmental and economic burdens across the entire life cycle of these engineered systems.

Existing commercial approaches for ecological buffer zone implementation lack a systematic framework to quantify the trade-offs between environmental impacts and economic costs. This study addresses this gap by establishing an integrated LCA-LCC framework using openLCA, with a functional unit of 1 m³ of treated wastewater. The framework is applied to compare three typical measures: constructed wetlands, ecological intercepting ditches, and vegetation restoration projects. By quantifying the environmental impacts across 18 categories and life cycle costs, this research provides a quantitative basis for selecting optimal remediation pathways that balance environmental performance and economic feasibility, thereby supporting sustainable decision-making in watershed management.

SinoTechIntel Interactive Document Reader
Page 1–5 of Preview
100%
Download Full PDF

Loading authentic research manuscript (Pages 1–5)...

Cite This Research Paper
SHI Wanxian, XIONG Lijun, GUO Fei, LEI Jingcheng, XU Kangning (2026). Environmental Impact and Cost Analysis of Ecological Buffer Zones from an LCA-LCC Perspective. Journal of Environmental Engineering Technology. https://doi.org/10.13205/j.hjgc.202606004
SinoGreenTech Academic & Legal Disclaimer

Research & Educational Purpose Only: The translations, structured abstracts, analytical annotations, and data reports provided by SinoGreenTechare intended exclusively for academic research, internal corporate R&D, and educational benchmarking. They do not constitute formal engineering, chemical safety, legal, or professional advice.

Copyright & Intellectual Property Notice: Original copyright of the underlying source articles and experimental data remains with the respective authors, institutions, and original publishing journals. SinoGreenTech claims intellectual property only over its proprietary translations, analytical syntheses, and AEO structured enhancements in accordance with international fair use and academic citation principles.

Frequently Asked Questions

What are the dominant environmental impact drivers for each ecological buffer measure, and how do they influence the overall environmental profile?

For constructed wetlands, the main environmental impact sources are base fertilizer application (40.17%) and earthwork (25.43%). For ecological intercepting ditches, rebar contributes 54.60% of the environmental impact, primarily affecting metal resource consumption. For vegetation restoration projects, concrete use dominates, accounting for 73.73% of the environmental impact, leading to elevated human carcinogenic toxicity and other indicators. These drivers dictate the environmental hotspots and guide material substitution strategies.

How do the life cycle costs of the three measures compare, and what is the proportion of environmental costs in the total comprehensive cost?

The comprehensive costs per cubic meter of wastewater treated are ¥1.01 for constructed wetlands, ¥1.57 for ecological intercepting ditches, and ¥61.14 for vegetation restoration projects. Environmental costs dominate the total life cycle costs, comprising 77.83% for constructed wetlands, 92.80% for ecological intercepting ditches, and 90.98% for vegetation restoration projects. This indicates that ignoring environmental externalities would severely underestimate the true cost of these engineering measures.

What is the uncertainty associated with the environmental impact results, and how reliable are the comparisons?

Uncertainty analysis, as presented in Table 5, shows coefficient of variation (CV) values for most impact categories below 5% for all three measures, indicating high reliability. For example, CVs for climate change are 3.17% for constructed wetlands, 2.72% for ecological intercepting ditches, and 4.05% for vegetation restoration. Some categories like human carcinogenic toxicity for constructed wetlands have a higher CV of 11.28%, but overall the results are robust enough for comparative conclusions.

Which environmental impact categories show the most significant differences among the three measures, and what are the implications for technology selection?

Vegetation restoration projects exhibit significantly higher impacts in categories such as human carcinogenic toxicity, terrestrial ecotoxicity, and fossil resource scarcity compared to the other two measures. For instance, the standard deviation for human carcinogenic toxicity is 4.01E-04 for vegetation restoration versus 4.67E-06 for constructed wetlands. This suggests that vegetation restoration, despite its ecological benefits, carries a high environmental burden due to concrete-intensive construction, making it less favorable from a life cycle perspective unless alternative materials are used.

How does the functional unit of 1 m³ of treated wastewater affect the comparability of the results across different scales?

Using 1 m³ of treated wastewater as the functional unit allows for a normalized comparison of environmental impacts and costs per unit of treatment, facilitating scalability. However, the results are specific to the system boundaries and assumptions of this study. For larger-scale applications, the relative performance may change due to economies of scale or variations in material transportation distances. Nevertheless, the framework provides a consistent basis for comparing different measures at a given scale.

Related Chinese Research & Cross-Citations

Research Citation2026
Synergistic Regulation by Long- and Short-Chain Quorum Sensing Signaling Molecules Enhances Sulfamethoxazole Metabolism in Electroactive Biofilms within a Microbial Electrolysis Cell Coupled Anaerobic Digestion System

Synergistic Regulation by Long- and Short-Chain Quorum Sensing Signaling Molecules Enhances Sulfamethoxazole Metabolism in Electroactive Biofilms within a Microbial Electrolysis Cell Coupled Anaerobic Digestion System

High-strength sulfamethoxazole (SMX) wastewater severely inhibits anaerobic microorganisms, reducing organic degradation and methane yield. This study investigated the effects of short-chain (C6-HSL) and long-chain (C12-HSL) N-acyl-homoserine lactone (AHL) signaling molecules, individually and in combination, on the construction, performance, and antibiotic resistance gene (ARG) profiles of anaerobic electroactive biofilms within a microbial electrolysis cell coupled anaerobic digestion (MEC-AD) system. Compared to the control (no AHLs), SMX removal efficiency increased by 9.26%, 7.44%, and 10.67% for C6-HSL (T1), C12-HSL (T2), and combined (T3) treatments, respectively. Methane production rates rose by 20.4%, 16.9%, and 23.1% for T1, T2, and T3, respectively. AHLs promoted extracellular polymeric substance secretion, enhancing electroactive microbe attachment to the anode. Microbial community analysis revealed increased diversity and modulated key functional genera. Notably, Georgenia abundance increased by 16.77% (T1) and 36.47% (T3) but decreased by 15.99% (T2). ARG analysis showed that single AHLs elevated intI1, sul1, and sul2 abundances, whereas combined AHLs (T3) exhibited a milder response, with sul2 abundance reduced by 4.92% relative to control. This suggests synergistic AHLs suppress ARG host proliferation. This study first demonstrates that combined short- and long-chain AHLs enhance electroactive biofilm formation, maintain microbial community stability, and modulate ARG dissemination risk, offering a quorum sensing-based strategy for antibiotic wastewater treatment and risk management.

Examine Full Data & PDF
Research Citation2026
Preparation of Solid-Phase Carbon Sources with Different Ratios and Their Carbon Release Properties

Preparation of Solid-Phase Carbon Sources with Different Ratios and Their Carbon Release Properties

Low C/N ratios in wastewater treatment plant effluent necessitate external carbon sources for denitrification, but conventional liquid carbon sources are costly and unstable. This study prepared nine composite solid-phase carbon sources by combining PHBV with natural cellulose materials (straw, sawdust, corncob) at different mass ratios. Dynamic release experiments, DOC analysis, UV-Vis spectroscopy, and EEM fluorescence were employed to characterize carbon release. Results showed that increasing cellulose proportion in corncob-based sources led to release patterns opposite to those of straw- and sawdust-based sources. For straw and sawdust, higher cellulose ratios accelerated release rates, increased total release and duration, reduced aromaticity and molecular weight of released DOM, and promoted protein-like components (tryptophan, tyrosine), indicating enhanced bioavailability. Under identical ratios, corncob-based sources exhibited moderate total release, release durations exceeding 134 h, lower DOM aromaticity and molecular weight, and lower humic substance proportion, indicating superior bioavailability and engineering potential. Among the nine sources, JG5, MX5, and CC4 (PHBV:cellulose mass ratios of 4:5, 4:5, and 1:1, respectively) showed optimal comprehensive performance with low theoretical maximum release, long release periods, and high mass transfer coefficients. EEM-PARAFAC identified three DOM components (protein-like C1, C2; humic-like C3), with protein-like components dominating. This study validates the relationship between cellulose proportion and release kinetics and reveals synergistic regulation of DOM components, offering guidance for designing effective solid-phase carbon sources.

Examine Full Data & PDF
Research Citation2026
Enhancement of Anaerobic Digestion Operational Efficiency for Guar Gum Production Wastewater Using a Microaerobic-Biochar Coupled System

Enhancement of Anaerobic Digestion Operational Efficiency for Guar Gum Production Wastewater Using a Microaerobic-Biochar Coupled System

Guar gum production wastewater contains 1,2-propanediol, which in conventional anaerobic treatment causes propionate accumulation and microbial inhibition. Microaerobic conditions foster fermentative bacterial metabolism, enhancing organic substrate conversion, while biochar promotes anaerobic microbial aggregation and oxygen tolerance. This study treated actual guar gum wastewater using three configurations: blank control, anaerobic, and microaerobic-biochar (O2/BC) coupled systems. Under mesophilic conditions (37 °C), with micro-aeration at 0.2 mL/(g VS·d) and biochar dosage of 15 g/L, the O2/BC system achieved a COD removal efficiency of 90%, 10.6 percentage points higher than the anaerobic control. Effluent COD and propionate concentrations dropped to 3800 mg/L and 0.15 g/L, respectively, representing reductions of 49.6% and 98.4% versus the control. Biogas production was 1.64 times that of the control, with a maximum methane concentration of 77.2%. Fourier transform infrared spectroscopy (FT-IR) indicated increased abundance of –OH, –CH2–, and C–O functional groups on sludge surfaces, revealing biochar's adsorption enhancement. Scanning electron microscopy (SEM) showed dense microbial aggregates dominated by long bacilli, distinct from conventional anaerobic sludge. Microbial community analysis revealed increased abundance of Clostridium and Comamonas, modulating the propionate-to-acetate ratio and optimizing acidification efficiency, thereby promoting complex organic degradation. This study provides a novel technical pathway for biological treatment of alcohol-rich organic wastewater.

Examine Full Data & PDF
Research Citation2026
Occurrence Characteristics, Source Apportionment, and Ecological Risk Assessment of Pesticides in Plateau Lakes: A Case Study of Dianchi Lake

Occurrence Characteristics, Source Apportionment, and Ecological Risk Assessment of Pesticides in Plateau Lakes: A Case Study of Dianchi Lake

This study systematically investigated the occurrence, spatial distribution, sources, and ecological risks of 160 pesticides in Dianchi Lake, a typical plateau lake impacted by agricultural activities. A total of 37 pesticides were detected in the water, with total concentrations ranging from 64.2 to 1132.8 ng/L (average 610.0 ng/L). Fungicides, including boscalid (BOS), fluopicolide (FPC), and dimethomorph (DMM), were dominant, contributing up to 65.0% of the total concentration. Spatially, the southern lake region exhibited significantly higher concentrations (672.5 ng/L) than the north, attributed to intensive facility agriculture. Highly hydrophobic pesticides, such as penconazole (PEN), showed a tendency to enrich in bottom layers. Source apportionment identified inflowing rivers and wastewater treatment plant effluents as primary input sources, with average concentrations 7 and 9 times higher than lake water, respectively. Ecological risk assessment revealed that pesticides posed the highest risk to algae, followed by daphnia and fish. Prometryn (PMT) was identified as a high-risk factor for algae, while profenofos (PFF) and carbendazim (CBD) posed potential threats to higher trophic levels. These findings provide fundamental data and technical support for understanding pesticide pollution in plateau lake ecosystems.

Examine Full Data & PDF
Research Citation2026
Microbiome Mechanisms of Composite Carbon Sources for Enhancing Denitrification and Reducing N2O Emissions

Microbiome Mechanisms of Composite Carbon Sources for Enhancing Denitrification and Reducing N2O Emissions

Biological nitrogen removal in wastewater treatment plants (WWTPs) is often limited by insufficient influent carbon sources, necessitating external carbon addition to enhance denitrification. Conventional single carbon sources, such as sodium acetate, frequently fail to meet the metabolic demands of complex microbial communities, compromising nitrogen removal efficiency and stability. Composite carbon sources, by providing multiple electron donors, can improve metabolic cooperation among microorganisms, yet their underlying microbial mechanisms remain insufficiently understood. In this study, activated sludge from a municipal WWTP was used to investigate the microbial mechanisms of composite carbon sources during denitrification. Batch denitrification experiments were conducted in combination with metagenomic and metatranscriptomic analyses to systematically characterize microbial community structure and functional gene expression under different carbon source conditions. Results showed that, compared with sodium acetate as the single carbon source, the composite carbon source system (sodium acetate: sodium succinate: ethanol = 2:1:3) increased the denitrification rate from (6.822 ± 0.141) mg/(L·h) to (8.370 ± 0.186) mg/(L·h), representing a 22.7% improvement, while reducing N2O accumulation by approximately 55%. Metagenomic analysis revealed that Ottowia, Rubrivivax, Thauera, and Zoogloea were the dominant denitrifying genera. Metatranscriptomic results further demonstrated that the composite carbon sources significantly upregulated the transcription of key denitrification genes, with nirS, norB, and nosZ increasing by 37.8%, 27.4%, and 48.6%, respectively. In addition, the composite carbon sources promoted complementary carbon metabolic strategies among different microbial communities, enhancing electron donor supply and improving denitrification efficiency. These findings indicate that composite carbon sources synergistically enhance denitrification performance through regulation of functional gene transcription in complex microbial communities, providing a theoretical basis for carbon source optimization in WWTPs.

Examine Full Data & PDF
Research Citation2026
Key Environmental Behaviors and Pollution Control Strategies of Tire Wear Particles in Aquatic Environments

Key Environmental Behaviors and Pollution Control Strategies of Tire Wear Particles in Aquatic Environments

Tire wear particles (TWPs) are emerging pollutants and constitute the dominant type of microplastics (MPs) in urban stormwater runoff, accounting for up to 90% of MPs in some cases. They are characterized by small size, high mobility, complex composition, and significant toxicity. Current research on TWPs remains fragmented, lacking a comprehensive understanding of their environmental behaviors and pollution control in aquatic systems. This review systematically analyzes the enrichment and vectoring roles of TWPs for coexisting pollutants, and their environmental fate, including ecotoxicological impacts, detection methodologies, release of intrinsic additives, and aggregation and sedimentation behaviors. Drawing on insights from other microplastic studies, the paper explores control technologies across the pollution pathway—source, transport, and terminal treatment—and proposes feasible management strategies. Key findings indicate that TWPs can adsorb heavy metals and organic contaminants, with adsorption capacities influenced by aging processes. Their aggregation is governed by solution chemistry, with critical coagulation concentrations varying with ionic strength and pH. The release of additives such as zinc and benzothiazoles is significant, posing ecological risks. Future research should focus on real-water aggregation mechanisms, additive release under natural conditions, long-term performance of treatment facilities like constructed wetlands under TWPs stress, enzymatic degradation pathways, and integration of AI, big data, and IoT for cost-effective detection and risk modeling. This review provides a scientific basis for developing targeted pollution control measures for TWPs in aquatic environments.

Examine Full Data & PDF