Chemical Industry and Engineering Progress ›› 2025, Vol. 44 ›› Issue (9): 5479-5490.DOI: 10.16085/j.issn.1000-6613.2025-0056
• Resources and environmental engineering • Previous Articles
LU Yongqi1,2(
), XIAO Jianing3, DIE Qingqi1,2, XU Siqi1,2,4, HUANG Ruixiao1,2, KONG Xiangrui1(
), YANG Yufei1,2(
)
Received:2025-01-09
Revised:2025-04-22
Online:2025-09-30
Published:2025-09-25
Contact:
KONG Xiangrui, YANG Yufei
卢永琦1,2(
), 肖嘉宁3, 迭庆杞1,2, 徐思琪1,2,4, 黄瑞潇1,2, 孔祥蕊1(
), 杨玉飞1,2(
)
通讯作者:
孔祥蕊,杨玉飞
作者简介:卢永琦(1998—),女,硕士研究生,研究方向为固体废物环境风险控制。E-mail:yongqi0224@163.com。
基金资助:CLC Number:
LU Yongqi, XIAO Jianing, DIE Qingqi, XU Siqi, HUANG Ruixiao, KONG Xiangrui, YANG Yufei. Pollutants release characteristics and environmental risk assessment in long-term leaching process of stockpiled coal fly ash[J]. Chemical Industry and Engineering Progress, 2025, 44(9): 5479-5490.
卢永琦, 肖嘉宁, 迭庆杞, 徐思琪, 黄瑞潇, 孔祥蕊, 杨玉飞. 堆存粉煤灰长期淋溶过程污染物释放特征与环境风险评估[J]. 化工进展, 2025, 44(9): 5479-5490.
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URL: https://hgjz.cip.com.cn/EN/10.16085/j.issn.1000-6613.2025-0056
| 步骤 | 重金属提取形态 | 提取方法 |
|---|---|---|
| 1 | 弱酸提取态 | 加入40mL 0.11mol/L的HOAc,于25℃、180r/min下水平振荡16h |
| 2 | 可还原态 | 剩余残渣中加入40mL 0.5mol/L的NH2OH·HCl,调节pH=2,于25℃、180r/min下水平振荡16h |
| 3 | 可氧化态 | 剩余残渣中加入10mL 30% H2O2,室温下消解1h,后放入85℃水浴锅消解1h,加入50mL 1mol/L的NH4Ac,pH=2,于25℃、180r/min下水平振荡16h |
| 4 | 残渣态 | 剩余残渣转入消解管中,依次添加4mL HNO3、1mL HCl、1mL HF、1mL H2O2,转入微波消解仪中消解 |
| 步骤 | 重金属提取形态 | 提取方法 |
|---|---|---|
| 1 | 弱酸提取态 | 加入40mL 0.11mol/L的HOAc,于25℃、180r/min下水平振荡16h |
| 2 | 可还原态 | 剩余残渣中加入40mL 0.5mol/L的NH2OH·HCl,调节pH=2,于25℃、180r/min下水平振荡16h |
| 3 | 可氧化态 | 剩余残渣中加入10mL 30% H2O2,室温下消解1h,后放入85℃水浴锅消解1h,加入50mL 1mol/L的NH4Ac,pH=2,于25℃、180r/min下水平振荡16h |
| 4 | 残渣态 | 剩余残渣转入消解管中,依次添加4mL HNO3、1mL HCl、1mL HF、1mL H2O2,转入微波消解仪中消解 |
| 指标 | 方法 | 仪器 | |
|---|---|---|---|
| 固相 | 金属元素 | 《固体废物 金属元素测定 电感耦合等离子体质谱法》(HJ 766—2015) | 电感耦合等离子体质谱仪(Agilent 7500a,安捷伦公司,美国) |
| 氟化物 | 《固体废物 氟的测定 碱熔-离子选择电极法》(HJ 999—2018) | 离子计(PXSJ-227L,上海雷磁) | |
| TOC | 《土壤 有机碳的测定 重铬酸钾氧化-分光光度法》(HJ 615—2011) | 紫外可见分光光度计(TU-1901) | |
| TN | 《元素分析仪分析方法通则》(JY/T 0580—2020) | 元素分析仪(德国Elementar Vario MACRO cube) | |
| 液相 | F- | 《水质 无机阴离子(F-、Cl-、NO2-、Br-、NO3-、PO42-、SO32-、SO42-)的测定 离子色谱法》(HJ 84—2016) | 离子色谱仪(ICS3000,美国戴安) |
| COD | 《水质 化学需氧量的测定 快速消解分光光度法》(HJ/T 399—2007) | 紫外可见分光光度计(TU-1901) | |
| TN | 《水质 总氮的测定 碱性过硫酸钾消解紫外分光光度法》(HJ 636—2012) | 紫外可见分光光度计(TU-1901) |
| 指标 | 方法 | 仪器 | |
|---|---|---|---|
| 固相 | 金属元素 | 《固体废物 金属元素测定 电感耦合等离子体质谱法》(HJ 766—2015) | 电感耦合等离子体质谱仪(Agilent 7500a,安捷伦公司,美国) |
| 氟化物 | 《固体废物 氟的测定 碱熔-离子选择电极法》(HJ 999—2018) | 离子计(PXSJ-227L,上海雷磁) | |
| TOC | 《土壤 有机碳的测定 重铬酸钾氧化-分光光度法》(HJ 615—2011) | 紫外可见分光光度计(TU-1901) | |
| TN | 《元素分析仪分析方法通则》(JY/T 0580—2020) | 元素分析仪(德国Elementar Vario MACRO cube) | |
| 液相 | F- | 《水质 无机阴离子(F-、Cl-、NO2-、Br-、NO3-、PO42-、SO32-、SO42-)的测定 离子色谱法》(HJ 84—2016) | 离子色谱仪(ICS3000,美国戴安) |
| COD | 《水质 化学需氧量的测定 快速消解分光光度法》(HJ/T 399—2007) | 紫外可见分光光度计(TU-1901) | |
| TN | 《水质 总氮的测定 碱性过硫酸钾消解紫外分光光度法》(HJ 636—2012) | 紫外可见分光光度计(TU-1901) |
| 成分 | 质量分数/% | 成分 | 质量分数/% |
|---|---|---|---|
| SiO2 | 54.23±0.35 | K2O | 2.14±0.04 |
| Al2O3 | 19.84±0.72 | MgO | 1.03±0.01 |
| Fe2O3 | 8.59±0.18 | Na2O | 1.15±0.03 |
| CaO | 8.13±0.35 | Cl | 0.13±0.01 |
| SO3 | 3.08±0.1 | P2O5 | 0.54±0.02 |
| TiO2 | 1.53±0.04 | MnO | 0.09±0.02 |
| 成分 | 质量分数/% | 成分 | 质量分数/% |
|---|---|---|---|
| SiO2 | 54.23±0.35 | K2O | 2.14±0.04 |
| Al2O3 | 19.84±0.72 | MgO | 1.03±0.01 |
| Fe2O3 | 8.59±0.18 | Na2O | 1.15±0.03 |
| CaO | 8.13±0.35 | Cl | 0.13±0.01 |
| SO3 | 3.08±0.1 | P2O5 | 0.54±0.02 |
| TiO2 | 1.53±0.04 | MnO | 0.09±0.02 |
| 污染物 | 含量/mg·kg-1 | 污染物 | 含量/mg·kg-1 |
|---|---|---|---|
| Cr | 48.6±1.99 | Ba | 134.16±0.99 |
| Cu | 42.04±1.11 | F | 1491±26.51 |
| As | 12.21±1.01 | TOC | 32949.61±109.02 |
| Se | 1.86±0.05 | TN | 1467±32.08 |
| Mo | 2.21±0.15 |
| 污染物 | 含量/mg·kg-1 | 污染物 | 含量/mg·kg-1 |
|---|---|---|---|
| Cr | 48.6±1.99 | Ba | 134.16±0.99 |
| Cu | 42.04±1.11 | F | 1491±26.51 |
| As | 12.21±1.01 | TOC | 32949.61±109.02 |
| Se | 1.86±0.05 | TN | 1467±32.08 |
| Mo | 2.21±0.15 |
| 污染物 | 淋溶条件 | 符合模型 | 模型表达式 | R2 | a | b | c | 5年预测释放量/mg·kg-1 | 陕西土壤背景值/mg·kg-1 |
|---|---|---|---|---|---|---|---|---|---|
| Cr | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9946 | 5.11±0.01 | 15.17±0.26 | 0.19 | 62.5 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9928 | 5.16±0.02 | 18.37±0.38 | 0.19 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9939 | 6.01±0.02 | 17.73±0.32 | 0.17 | |||
| Cu | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9455 | 5.05±0.03 | 6.95±0.37 | 0.20 | 21.4 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9552 | 5.34±0.02 | 6.96±0.33 | 0.19 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9437 | 6.48±0.03 | 6.42±0.32 | 0.15 | |||
| As | pH=3 | 抛物线方程 | Q=at2+bt+c | 0.9858 | 1.42×10-6±8.33×10-7 | 6.3×10-4±4.81×10-5 | 0.01±5.84×10-4 | 0.42 | 11.1 |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9807 | 0.27±0.01 | -4.11±0.02 | 0.08 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9741 | 0.49±0.01 | -5.34±0.05 | 0.09 | |||
| Se | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9536 | 5.84±0.03 | 9.56±0.44 | 0.17 | 0.115 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9821 | 4.79±0.01 | 7.06±0.21 | 0.21 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9845 | 6.04±0.02 | 7.95±0.21 | 0.16 | |||
| Mo | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9857 | 2.13±0.01 | 4.67±0.13 | 0.47 | — | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9973 | 2.02 | 3.22±0.04 | 0.49 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9844 | 2±0.01 | 2.74±0.07 | 0.50 | |||
| Ba | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9985 | 0.8±0.03 | 96.72±1.04 | 0.94 | 515 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9954 | 1.5±0.04 | 74.23±1.37 | 0.59 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9972 | 1.3±0.03 | 88.79±1.28 | 0.65 | |||
| F- | pH=3 | Freundlich方程 | lnQ=alnt+b | 0.9731 | 0.88±0.03 | 0.9±0.1 | 436.93 | 497 | |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9736 | 0.8±0.02 | 1.26±0.09 | 391.07 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9744 | 1.01±0.03 | 0.42±0.12 | 581.12 | |||
| COD | pH=3 | Freundlich方程 | lnQ=alnt+b | 0.9961 | 0.43 | 3.6±0.02 | 459.91 | — | |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9969 | 0.42 | 3.76±0.01 | 508.86 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9949 | 0.46±0.01 | 3.43±0.02 | 463.87 | |||
| TN | pH=3 | Freundlich方程 | lnQ=alnt+b | 0.9964 | 0.41 | 2.82±0.01 | 187.41 | — | |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9554 | 0.23±0.01 | 3.52±0.03 | 131.21 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9892 | 0.26 | 3.04±0.02 | 96.58 |
| 污染物 | 淋溶条件 | 符合模型 | 模型表达式 | R2 | a | b | c | 5年预测释放量/mg·kg-1 | 陕西土壤背景值/mg·kg-1 |
|---|---|---|---|---|---|---|---|---|---|
| Cr | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9946 | 5.11±0.01 | 15.17±0.26 | 0.19 | 62.5 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9928 | 5.16±0.02 | 18.37±0.38 | 0.19 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9939 | 6.01±0.02 | 17.73±0.32 | 0.17 | |||
| Cu | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9455 | 5.05±0.03 | 6.95±0.37 | 0.20 | 21.4 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9552 | 5.34±0.02 | 6.96±0.33 | 0.19 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9437 | 6.48±0.03 | 6.42±0.32 | 0.15 | |||
| As | pH=3 | 抛物线方程 | Q=at2+bt+c | 0.9858 | 1.42×10-6±8.33×10-7 | 6.3×10-4±4.81×10-5 | 0.01±5.84×10-4 | 0.42 | 11.1 |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9807 | 0.27±0.01 | -4.11±0.02 | 0.08 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9741 | 0.49±0.01 | -5.34±0.05 | 0.09 | |||
| Se | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9536 | 5.84±0.03 | 9.56±0.44 | 0.17 | 0.115 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9821 | 4.79±0.01 | 7.06±0.21 | 0.21 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9845 | 6.04±0.02 | 7.95±0.21 | 0.16 | |||
| Mo | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9857 | 2.13±0.01 | 4.67±0.13 | 0.47 | — | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9973 | 2.02 | 3.22±0.04 | 0.49 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9844 | 2±0.01 | 2.74±0.07 | 0.50 | |||
| Ba | pH=3 | 二级动力学方程 | Q=t/(at+b) | 0.9985 | 0.8±0.03 | 96.72±1.04 | 0.94 | 515 | |
| pH=5 | 二级动力学方程 | Q=t/(at+b) | 0.9954 | 1.5±0.04 | 74.23±1.37 | 0.59 | |||
| pH=7 | 二级动力学方程 | Q=t/(at+b) | 0.9972 | 1.3±0.03 | 88.79±1.28 | 0.65 | |||
| F- | pH=3 | Freundlich方程 | lnQ=alnt+b | 0.9731 | 0.88±0.03 | 0.9±0.1 | 436.93 | 497 | |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9736 | 0.8±0.02 | 1.26±0.09 | 391.07 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9744 | 1.01±0.03 | 0.42±0.12 | 581.12 | |||
| COD | pH=3 | Freundlich方程 | lnQ=alnt+b | 0.9961 | 0.43 | 3.6±0.02 | 459.91 | — | |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9969 | 0.42 | 3.76±0.01 | 508.86 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9949 | 0.46±0.01 | 3.43±0.02 | 463.87 | |||
| TN | pH=3 | Freundlich方程 | lnQ=alnt+b | 0.9964 | 0.41 | 2.82±0.01 | 187.41 | — | |
| pH=5 | Freundlich方程 | lnQ=alnt+b | 0.9554 | 0.23±0.01 | 3.52±0.03 | 131.21 | |||
| pH=7 | Freundlich方程 | lnQ=alnt+b | 0.9892 | 0.26 | 3.04±0.02 | 96.58 |
| 项目 | pH | Cr | Cu | As | Se | Mo | Ba | F- | COD | TN |
|---|---|---|---|---|---|---|---|---|---|---|
| 地下水Ⅲ类水体标准浓度/mg·L-1 | 6.5~8.5 | 0.05(Cr6+) | 1.00 | 0.01 | 0.01 | 0.07 | 0.70 | 1.0 | 3.0 | — |
| 超标倍数 | 1.23 | — | — | 4.86 | 6.37 | 2.45 | — | 25.36 | 10.16 | — |
| 地表水Ⅲ类水体标准浓度/mg·L-1 | 6~9 | 0.05(Cr6+) | 1.00 | 0.05 | 0.01 | — | — | 1.0 | 20 | 1.0 |
| 超标倍数 | 1.16 | — | — | — | 6.37 | — | — | 25.36 | 1.60 | 12.25 |
| 项目 | pH | Cr | Cu | As | Se | Mo | Ba | F- | COD | TN |
|---|---|---|---|---|---|---|---|---|---|---|
| 地下水Ⅲ类水体标准浓度/mg·L-1 | 6.5~8.5 | 0.05(Cr6+) | 1.00 | 0.01 | 0.01 | 0.07 | 0.70 | 1.0 | 3.0 | — |
| 超标倍数 | 1.23 | — | — | 4.86 | 6.37 | 2.45 | — | 25.36 | 10.16 | — |
| 地表水Ⅲ类水体标准浓度/mg·L-1 | 6~9 | 0.05(Cr6+) | 1.00 | 0.05 | 0.01 | — | — | 1.0 | 20 | 1.0 |
| 超标倍数 | 1.16 | — | — | — | 6.37 | — | — | 25.36 | 1.60 | 12.25 |
| 项目 | RAC值 | ||||
|---|---|---|---|---|---|
| <1% | 1%~10% | 10%~30% | 30%~50% | ≥50% | |
| 污染程度 | 无 | 轻度 | 中度 | 重度 | 极严重 |
| 风险等级 | 无风险 | 低风险 | 中等风险 | 高风险 | 极高风险 |
| 项目 | RAC值 | ||||
|---|---|---|---|---|---|
| <1% | 1%~10% | 10%~30% | 30%~50% | ≥50% | |
| 污染程度 | 无 | 轻度 | 中度 | 重度 | 极严重 |
| 风险等级 | 无风险 | 低风险 | 中等风险 | 高风险 | 极高风险 |
| CI范围 | 单个元素污染程度 | Er范围 | 潜在生态风险程度 | RI范围 | 综合潜在生态风险程度 |
|---|---|---|---|---|---|
| CI<0.7 | 清洁 | Er<40 | 轻微 | RI<150 | 轻微 |
| 0.7≤CI<1.0 | 尚清洁 | 40≤Er<80 | 中等 | 150≤RI<300 | 中等 |
| 1.0≤CI<2.0 | 轻污染 | 80≤Er<160 | 强 | 300≤RI<600 | 较强 |
| 2.0≤CI<3.0 | 中污染 | 160≤Er<320 | 很强 | 600≤RI | 极强 |
| 3.0≤CI | 重污染 | 320≤Er | 极强 |
| CI范围 | 单个元素污染程度 | Er范围 | 潜在生态风险程度 | RI范围 | 综合潜在生态风险程度 |
|---|---|---|---|---|---|
| CI<0.7 | 清洁 | Er<40 | 轻微 | RI<150 | 轻微 |
| 0.7≤CI<1.0 | 尚清洁 | 40≤Er<80 | 中等 | 150≤RI<300 | 中等 |
| 1.0≤CI<2.0 | 轻污染 | 80≤Er<160 | 强 | 300≤RI<600 | 较强 |
| 2.0≤CI<3.0 | 中污染 | 160≤Er<320 | 很强 | 600≤RI | 极强 |
| 3.0≤CI | 重污染 | 320≤Er | 极强 |
| 项目 | Cr | Cu | As |
|---|---|---|---|
| 单一元素污染指数(CI) | 0.78 | 1.96 | 1.1 |
| 单一元素污染程度 | 尚清洁 | 轻污染 | 轻污染 |
| 潜在生态风险指数(Er) | 1.56 | 9.8 | 11 |
| 潜在生态风险程度 | 轻微污染 | 轻微污染 | 轻微污染 |
| 综合风险指数(RI) | 22.36 | ||
| 综合潜在生态风险程度 | 轻微污染 | ||
| 项目 | Cr | Cu | As |
|---|---|---|---|
| 单一元素污染指数(CI) | 0.78 | 1.96 | 1.1 |
| 单一元素污染程度 | 尚清洁 | 轻污染 | 轻污染 |
| 潜在生态风险指数(Er) | 1.56 | 9.8 | 11 |
| 潜在生态风险程度 | 轻微污染 | 轻微污染 | 轻微污染 |
| 综合风险指数(RI) | 22.36 | ||
| 综合潜在生态风险程度 | 轻微污染 | ||
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