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id="q00awexu" class="news_content"> <p> <span style="font-size:16px;font-family:SimSun;">    <a href="http://musichits.org/" target="_blank">遵义排污道</a>设计参数要求有哪些?</span><span style="font-size:16px;font-family:SimSun;"></span> </p> <p> <span style="font-size:16px;font-family:SimSun;">    1)设计充满?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 设计量下,污水在管道中的水深h和管道直径D的比值称计充满度(或水深比)。如?-15所C。当h/D=1时称为满?h/D<1UCؓ(f)非满?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 我国《室外排水设计规范》规定,污水道应按非满进行设计,对压力容器管道的较大设计充满度有相应的限制。污水管道设计充满度的含义如?-15所C。指的是h/D。对于明渠,设计规范q规定了(jin)设计高(x(chng)中水面到渠顶或渠道翼墙顶的高?不小?.2m。各U管道的允许较大设计充满度在《室外排水设计规范?GB 50014-2006)中有明确的规定?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 在计配|污水管道的径Ӟ道的设计流量中不包括淋或短时间内H然增加的污水量Q但当管径小于或{于300mmӞ应复核当其满时是否能满计流量的通过要求?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 2)设计?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 对应于设计流量、设汁充满度的管道内的水^均速度叫做设计速。ؓ(f)?jin)防止管道中产生淤积或冲P设计速不宜过或q大Q较好在较大和较?yu)设计流速范围之内。较?yu)设计流速是保证道内不致发生淤U的控制速?室外排水设计规范) (GB 50014-2006)规定?jin)污水管道在设计充满度下的较(yu)设计流速定?. 6m/s。含有金属、矿物固体或重a(b)杂质的生产污水管道,其较?yu)设计流速宜适当加大Q其DҎ(gu)试验或调查研I决定。明渠的较小设计速ؓ(f)10.4m/sQ较大设计流速与材相关Q是保证道不因长期剧烈冲刷而羃短运行寿命的控制速。通常Q金属管道的址大设计流速ؓ(f)10m/sQ非金属道的较大设计流速ؓ(f)5m/sQ明渠较大设计流速按?-1采用。更为具体的规定参见《室外排水设计规范?GB 50014-2006)?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 3)较小径</span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 在污水管道系l的上游部分Q由于设计污水流量很,若根据供水设备的量计算Q则径?x)很,而管径过极易堵塞;此外Q采用较大的径Q可选用较小的坡度,使管道埋深减,因此Qؓ(f)?jin)养护工作的方便Q常规定一个允许的较小径。在街区和厂区内污水道较小径为DN200mmQ街道上为DN300mm?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 在污水管道系l上游的段Q由于管D|务的排水面积较小Q因而设计流量较?yu),按此设计量计算得出的管径?x)于较小径Q这时应采用较小径倹{一般可Ҏ(gu)较小径在较?yu)设计流速和较大充满度情况下能通过的较大流量|计算?gu)计管D|务的排水面积。若计算段的服务排水面U小于此|卛_直接采用较小径而不再进行管道的水力计算。这U管D늧Z计算段。对于这些不计算段Q当有适当的冲z水源时Q可考虑讄冲洗?cM于污?a href="http://musichits.org/supply/51.html" target="_blank">(g)查井</a>)?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 4)较小设计坡度</span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 在污水管道设计时Q应可能减管道敷讑֝度以降低道埋深。但道坡度造成的流速应{于或大于较?yu)设计流速,以防止管道内产生淤积和沉淀(wn)。因此,相应于道内流速ؓ(f)较小设计速时的管道坡度叫做较?yu)设计坡度?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 不同径的污水管遴有不同的较?yu)坡度。管径相同的道Q因充满度不同,其较?yu)坡度也不同。在l定设计充满度条件下Q管径越大,相应的较?yu)设计坡度D。通常对同一直径的管道只规定一个从坡度,以满或半满时的较?yu)坡度作(yu)设计坡度。《室外排水设计规范?GB 50014-2006)只规定了(jin)较小径对应的址设计坡度,街坊内污水管道的较小径为DN200mmQ相应的较小设计坡度?.004(4?Q街道下为DN300mmQ相应的较小设计坡度?.003(3?。若径增大Q相应于该管径的较小坡度p?yu)设计流速保证?/span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 5)污水道埋设深度</span> </p> <p> <span style="font-size:16px;font-family:SimSun;"> 污水道的埋设深度通常指竹道的内壁底到地面的距R管道外壁顶部到地面的距ȝ土厚度,见图1-16Q管道埋深是影响道造h(hun)的重要因素,是污水管道的重要控制参数。在实际工程中,同一直径的管道,采用的管材、接口和基础形式均相同,因其埋设深度不同Q管道单位长度的工程费用相差较大。因此,合理地确定管道埋深对于降低工E造h(hun)是十分重要的。在土质较差、地下水位较高的地区Q若能设法减廿道埋深,降低工程造h(hun)的效果尤为明显?/span> </p> <p style="text-align:center;"> 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