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数量（万人） 量(kg/d.Cap) 生量（ t） （）2、垃圾填埋场库容和垃圾填埋面积的计算垃圾体积的比例取 0.2。设使用期限为 15 年。 413.53414.35415.1815.0915.1215.1520.1320.1720.2124.1524.2024.2524.1548.3572.59416.01416.8415.1815.2120.2520.2924.2924.3496.89121.23417.68440.54441.4215.2516.0816.1120.3321.4421.4824.3925.7325.78145.63171.35197.13442.31443.18444.07444.9616.1416.1816.2116.2421.5321.5721.6121.6525.8325.8825.9325.99222.96248.84274.78300.76445.85469.08470.0016.2717.1217.1621.7022.8322.8726.0427.3927.45326.80354.20381.644、渗滤液产生量的计算渗滤液的产生量： Q Q渗滤液水量 m /dC浸出系数,本公式中选 C=0.5I降雨量, mmA填埋场面积, m20.5 科教兴国4
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