2 in Code for Design of Building Water Supply and Drainage(GB50015-2003) are discussed ,and conclusions are drawed that they are reconcilable ,and to insure the water in reservoir sanitary and safe the codes must be accurately comprehended and analsised based on the pratical projec ts.
2条规定展开讨论,指出这两条规定并不矛盾,对规范条文的适用性应有正确的理解和掌握,并根据实际工程的问题加以分析,确保居住小区加压泵房贮水池的贮水符合卫生、安全等方面的要求。
This paper introduced the course of inner force analysis, the outcome and the structure design situation of the 5 000m 3 unbonded prestressed circle reservoir.
介绍了某 5 0 0 0m3无粘结预应力贮水池结构的内力分析过程、结果及结构设计情况 ,并简要介绍了实际工程施工的测试过程及数据分析结
Stress-strain analysis for storage coefficients and vertical hydraulic conductivities of aquitards in Shanghai area;
在介绍该法的基本原理之后,结合上海沉降和水位观测资料,求出了上海地区弱透水层的弹性贮水率、非弹性贮水率和垂向渗透系数,为上海地面沉降的数值模拟提供了较好的初始参数值。