《城市给水工程规划规范》（GB 50282-98）.pdfVIP

1 1.0.1 1.0.2 1.0.3 1.0.4 1.0.5 1.0.6 1.0.7 1.0.8 2 2.1 2.1.1 2.1.2 2.1.3 2.2 2.2.1 2.2.2 2.2.3 2.2.3-12.2.3-2 2.2.3-1(m3/(·d)) 0.8~1.2 0.7~1.1 0.6~1.0 0.4~0.8 0.6~1.0 0.5~0.8 0.35~0.7 0.3~0.6 0.5~0.8 0.4~0.7 0.3~0.6 0.25~0.5 11005010020 5020 2 3 4 5 6 2.2.3-2(m3/(km2·d)) 1.0~1.6 0.8~1.4 0.6~1.0 0.4~0.8 0.8~1.2 0.6~1.0 0.4~0.7 0.3~0.6 0.6~1.0 0.5~0.8 0.3~0.6 0.25~0.5 2.2.4 2.2.4 2.2.4(L/(·d)) 300~540 290~530 280~520 240~450 230~400 210~380 190~360 190~350 190~330 180~320 170~310 170~300 2.2.5 1 2.2.5-1 2.2.5-1(m3/(km2·d)) 1.70~2.50 1.50~2.30 1.30~2.10 1.10~1.90 R 1.40~2.10 1.25~1.90 1.10~1.70 0.95~1.50 1.25~1.80 1.10~1.60 0.95~1.40 0.80~1.30 1 2 GBJ137 2 2.2.5-2 3 2.2.5-3 2.2.5-2(m3/(km2·d)) 0.50~1.00 0.50~1.00 0.50~1.00 C 1.00~1.50 1.00~1.50 1.00~1.50 0.80~1.20 2.2.5-3(m3/(km2·d)) M1 1.20~2.00 M2 2.00~3.50 M3 3.00~5.00 4 2.2.5-4 2.2.5-4(m3/(km2·d)) W 0.20~0.50