CIESC Journal ›› 2025, Vol. 76 ›› Issue (6): 2626-2637.DOI: 10.11949/0438-1157.20241128
• Fluid dynamics and transport phenomena • Previous Articles Next Articles
Xiaotong XIANG(
), Xudong DUAN, Simin WANG(
)
Received:2024-10-12
Revised:2024-11-22
Online:2025-07-09
Published:2025-06-25
Contact:
Simin WANG
通讯作者:
王斯民
作者简介:向晓彤(2002—),男,硕士研究生,xiangxiaotong27@stu.xjtu.edu.cn
基金资助:CLC Number:
Xiaotong XIANG, Xudong DUAN, Simin WANG. Research on performance of PEM electrolyzer driven by multi-objective optimization[J]. CIESC Journal, 2025, 76(6): 2626-2637.
向晓彤, 段旭东, 王斯民. 多目标优化驱动的PEM电解槽性能研究[J]. 化工学报, 2025, 76(6): 2626-2637.
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| 结构参数 | 数值 |
|---|---|
| 电解槽长度L/mm | 52[ |
| 电解槽宽度W1/mm | 3[ |
| 双极板高度H1/mm | 3 |
| 流道高度H2/mm | 1[ |
| 流道宽度W2/mm | 1[ |
| 气液扩散层厚度H3/mm | 0.3[ |
| 催化剂层厚度H4/mm | 0.005[ |
| 质子交换膜厚度H5/mm | 0.127[ |
| 电解活性面积A/m2 | 1.56×10-4 |
Table 1 Structural parameters of PEM electrolyzer
| 结构参数 | 数值 |
|---|---|
| 电解槽长度L/mm | 52[ |
| 电解槽宽度W1/mm | 3[ |
| 双极板高度H1/mm | 3 |
| 流道高度H2/mm | 1[ |
| 流道宽度W2/mm | 1[ |
| 气液扩散层厚度H3/mm | 0.3[ |
| 催化剂层厚度H4/mm | 0.005[ |
| 质子交换膜厚度H5/mm | 0.127[ |
| 电解活性面积A/m2 | 1.56×10-4 |
| 物理参数 | 数值 |
|---|---|
| 液态水温度T/K | 333.15[ |
| 液态水质量流量 | 4×10-4[ |
| 阴阳极流道出口背压P/Pa | 101325[ |
| 操作压力 | 101325[ |
| 电解电压 | 1.73 |
| 开路电压/V | 1.2 |
| 阳极参考交换电流密度 | 1×10-6[ |
| 阴极参考交换电流密度 | 100 |
| 阳极活化能 | 62836[ |
| 阴极活化能 | 24359[ |
| 电荷转移系数 | 0.5[ |
Table 2 Physical parameters of PEM electrolyzer
| 物理参数 | 数值 |
|---|---|
| 液态水温度T/K | 333.15[ |
| 液态水质量流量 | 4×10-4[ |
| 阴阳极流道出口背压P/Pa | 101325[ |
| 操作压力 | 101325[ |
| 电解电压 | 1.73 |
| 开路电压/V | 1.2 |
| 阳极参考交换电流密度 | 1×10-6[ |
| 阴极参考交换电流密度 | 100 |
| 阳极活化能 | 62836[ |
| 阴极活化能 | 24359[ |
| 电荷转移系数 | 0.5[ |
| 项目 | 流道高度H2/mm | 流道宽度W2/mm | 水流量Qm /(kg/s) | 压降ΔP/Pa | 体积分数x/% | 电流密度I/(A/m2) | 能耗SEC/(W·h/m3) |
|---|---|---|---|---|---|---|---|
| 理论最优解1 | 1.4602 | 0.7642 | 3.0259×10-4 | 409.40 | 80.41 | 9728.20 | 3806.80 |
| 理论最优解2 | 1.4679 | 0.7644 | 3.0390×10-4 | 408.64 | 80.42 | 9728.10 | 3806.80 |
| 理论最优解3 | 1.4650 | 0.7784 | 3.1595×10-4 | 408.59 | 80.40 | 9726.90 | 3806.80 |
| 预测响应解 | 1.50 | 0.80 | 3×10-4 | 351.18 | 81.31 | 9724.30 | 3806.80 |
| 实际计算解 | 1.50 | 0.80 | 3×10-4 | 328.84 | 81.74 | 9724.64 | 3806.79 |
| 相对误差/% | — | — | — | 6.36 | 0.53 | 0.0035 | 0.00026 |
Table 3 Optimization results and verification
| 项目 | 流道高度H2/mm | 流道宽度W2/mm | 水流量Qm /(kg/s) | 压降ΔP/Pa | 体积分数x/% | 电流密度I/(A/m2) | 能耗SEC/(W·h/m3) |
|---|---|---|---|---|---|---|---|
| 理论最优解1 | 1.4602 | 0.7642 | 3.0259×10-4 | 409.40 | 80.41 | 9728.20 | 3806.80 |
| 理论最优解2 | 1.4679 | 0.7644 | 3.0390×10-4 | 408.64 | 80.42 | 9728.10 | 3806.80 |
| 理论最优解3 | 1.4650 | 0.7784 | 3.1595×10-4 | 408.59 | 80.40 | 9726.90 | 3806.80 |
| 预测响应解 | 1.50 | 0.80 | 3×10-4 | 351.18 | 81.31 | 9724.30 | 3806.80 |
| 实际计算解 | 1.50 | 0.80 | 3×10-4 | 328.84 | 81.74 | 9724.64 | 3806.79 |
| 相对误差/% | — | — | — | 6.36 | 0.53 | 0.0035 | 0.00026 |
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