水质化验曲线指标自动分析表

目录第一章测定总则及一般规定···················································································１§1—1 总则·········································································································１§1—2 一般规定·································································································１第二章水样的采集····································································································８§2—1 取样装置·································································································８§2—2 水样的采集方式····················································································８§2—3 水样的存放与运送················································································９§2—4 水质全分析的工作步骤···································································１０第三章水质全分析项目测定方法及其结果的校核·········································１１§3—1 电导率的测定····················································································１１§3—2 pH的测定（pH电极法）·····························································１７§3—3 钠的测定（pNa的测定）······························································２２§3—4 浊度的测定························································································２６§ 3—5 碱度的测定（容量法）··································································３０§3—6 游离二氧化碳的测定（直接法）··················································３２§3—7 亚硝酸盐的测定（格里斯分光光度法）······································３３§3—8—1 化学耗氧量的测定（高锰酸钾法）·······································３６§3—8—2 化学耗氧量的测定（重铬酸钾快速法）·······························３９§3—9 全固体的测定····················································································４２§3—10 溶解固体的测定·············································································４５§3—11 悬浮固体的测定·············································································４７§3—12 全硅及活硅的测定（氢氟酸转化分光光度法）·······················４９§3—13 钙的测定（EDTA滴定法）·························································５４§3—14 氯化物的测定（硝酸银容量法）················································５７§3—15 铝的测定（分光光度法）····························································６０§3—16 硬度的测定（EDTA滴定法）·····················································６４§3—17 硫酸盐的测定（分光光度法）····················································６９§3—18—1 铁的测定（磺基水杨酸分光光度法）·································７１§13—18—2 铁的测定（邻菲罗啉分光光度法）···································７４§3—19 硝酸盐的测定（苯酚磺酸比色法）············································７７§3—20 钾的测定（原子吸收分析法）····················································８０§3—21 活性硅的测定（钼蓝比色法）····················································８３§3—22 铁铝氧化物的测定（重量法）····················································８６§3—23 酸度的测定（容量法）································································８８§3—24 磷酸盐的测定（磷钒钼黄分光光度法）···································８９§3—25 铜的测定（双环已酮草酰二腙分光光度法）···························９１§3—26 溶解氧的测定（两瓶法）····························································９４§3—27 亚硫酸盐的测定（碘量法）························································９８§3—28 残余氯的测定（比色法）····························································９９§3—29 硫化氢的测定（比色法）························································１０３§3—30 腐植酸盐的测定（容量法）····················································１０６§3—31 微量油的测定（紫外分光光度法）········································１０７§3—32 油的测定（重量法）·································································１１０§3—33 亚铁的测定（邻菲啰啉分光光度法）···································１１３§3—34 水质全分析结果的校核····························································１１５第一章测定总则及一般规定§1—1 总则1．实验室应具有化学分析的一般仪器和设备，如分析天平，分光光度计，电导仪、pH、pNa、pX计等和常用的玻璃仪器以及电炉、高温炉、烘箱、水浴锅、计算器等设备。

水的检测报告表1. 引言水是生命之源，对于人类和生态系统来说至关重要。

保证水质的安全和可靠性对于人类的生活和环境保护至关重要。

水的质量检测是评估水体是否满足特定用途的重要手段。

本报告旨在描述水的检测结果，并提供相应的数据和分析。

2. 检测目的和方法2.1 检测目的本次水质检测的主要目的是评估水样中各项指标的符合程度，判断水质是否达到相关标准，为确保饮用水的安全及其他水环境问题提供参考依据。

2.2 检测方法本次水质检测采用了以下的检测项目和方法：•pH值测定：使用酸碱滴定法测定水样pH值；•悬浮物浓度测定：通过滤膜法测定水样中的悬浮物浓度；•溶解氧浓度测定：采用溶解氧电极法测定水样中的溶解氧浓度；•总大肠菌群测定：采用膜过滤法和培养法结合的方法测定水样中的总大肠菌群数量；•重金属含量测定：采用原子吸收光谱法（AAS）测定水样中各种重金属元素的含量。

3. 检测结果3.1 pH值测定结果根据检测，水样的pH值为7.2，处于中性范围内。

pH值的正常范围是6.5到8.5之间，因此该水样的pH值符合相关标准要求。

3.2 悬浮物浓度测定结果经滤膜法测定，水样中的悬浮物浓度为15 mg/L，与相关标准要求的10 mg/L 以下相比略高。

3.3 溶解氧浓度测定结果根据溶解氧电极法测定，水样的溶解氧浓度为6 mg/L，比相关标准要求的5 mg/L以上要稍高。

3.4 总大肠菌群测定结果通过膜过滤法和培养法结合的方法测定，水样中的总大肠菌群数量为100CFU/100mL，未超过相关标准规定的1000 CFU/100mL。

3.5 重金属含量测定结果经原子吸收光谱法（AAS）测定，水样中镉、铅和汞的含量分别为0.001 mg/L、0.002 mg/L和0.0005 mg/L，均低于相关标准规定的限量要求，水质安全。

4. 检测结论和建议根据本次水质检测的结果，综合考虑各项指标，得出以下结论和建议：1.pH值处于中性范围内，符合相关标准要求，水质正常。

水质检测结果报告表水样类型：√出厂水√末梢水□二次供水采样地址：省咸阳某市彬某县城关某镇公主川某村水厂、分散式供水点编码 1-1-21-22-31（该编码与表3编码相同）监测类型：某市市政供水某市自建设施供水（单选）某村饮水安全工程某村非饮水安全工程某村学校供水□省级监测点或常规工作□其他一、水厂基本信息1.水厂名称：太峪水库水厂地址：省（某市）咸某市某县太峪某镇公主某村2．水源水类型：地表水：□江河□湖泊☑水库□沟塘□溪水□其他地下水：□深井□泉水□浅井□其他3．供水方式：集中式：☑常规处理（含混凝、沉淀、过滤、消毒）□沉淀过滤□仅消毒□不处理分散式供水：□机器取水□手压泵□人力取水其他制水工艺：深度处理（臭氧活性炭、膜工艺等）有□无□特殊处理（除氟、除砷、除铁、除锰等）有□无□其他4. 消毒方式：□液氯□漂白粉□二氧化氯□复合二氧化氯□臭氧□紫外线□一氯胺□其他□不消毒5. 消毒设施使用情况：□无消毒设备□按要求使用□偶尔使用□不使用6．卫生许可情况：☑有卫生许可□无卫生许可7．水厂信息建成时间： 2005 年 1 月正式运营时间： 2006 年 9 月总投资（万元）： 2257.55 其中中央投资（万元）： 0供水覆盖人口数：人水厂水质检验室配置情况：□有检验室□无检验室（非必填）（水质检测能力：□□□项）设计供水能力（吨/日）： 8000 实际供水能力（吨/日）： 5000供水工程解决的主要问题（可以多选）：□高氟□高砷□苦咸水☑缺水□污染水（主要污染物）8.某村学校基本情况（仅学校填写）：学校名称：工程类型：□饮水安全工程□自建设施供水学校类别（可多选）：□小学□初中□高中□高中以上办学性质：□公办□民办□其他学生总数：人，住宿学生数：人教职员工数：人二、水质检测结果水期类型：□丰水期☑枯水期检测类型：☑常规指标和氨氮□常规指标、氨氮和高风险指标分析□全分析采样日期： 2019年月日检测日期：2019年 8 月 19 日出总大肠菌群，不必检验大肠埃希氏菌或耐热大肠菌群。

水质分析记录表式目录pH值测试记录（玻璃电极法）（水质分析）□1. 《铁路工程水质分析规程》TB 10104-2003 □2. 《水电水利工程地质勘察水质分析规程》DL/T 5194-2004 工程名称：工程编号：注：1.所用仪器设备：PHS-25型酸度计；2.仪器设备检定或校准合格、检查正常方参与试验。

分析：校对：2（水质分析）□1. 《铁路工程水质分析规程》TB 10104-2003 □2. 《水电水利工程地质勘察水质分析规程》DL/T 5194-2004工程名称： 工程编号：注：1.()()()VCO M V 1000NaOH c CO 212⨯⋅⋅=游ρ式中()2CO 游ρ------水样中游离二氧化碳的质量浓度（mg/L ）;()NaOH c ------氢氧化钠标准溶液浓度（mol/L ）;V 1------滴定消耗的氢氧化钠标准溶液体积（mL ）;V ------式样体积（mL ）; M (CO 2)=44.00g/mol 。

2.试验采用碱式滴定管、移液管；3.经检定/校准合格、检查正常方参与试验。

分析： 校对：2（水质分析）□1.《铁路工程水质分析规程》TB 10104-2003 □2. 《水电水利工程地质勘察水质分析规程》DL/T 5194-2004工程名称： 工程编号：注：1.()()()()VCO M V V HCl 21000c CO 2122⨯⋅-⋅=侵ρ式中()2CO 侵ρ------水样中侵蚀性二氧化碳的质量浓度（mg/L ）;()HCl c ------盐酸标准溶液浓度（mol/L ）;V 1------滴定未加碳酸钙粉末的试样消耗盐酸标准溶液的体积（mL ）; V 2------滴定加有碳酸钙粉末的试样消耗盐酸标准溶液的体积（mL ）; V ------试样体积（mL ）; M (CO 2)=44.00g/mol 。

2.试验采用酸式滴定管、移液管；3.经检定/校准合格、检查正常方参与试验。

水质分析报告单水质分析报告怎么写水质分析报告单表色度项目K+ Na+ 1/2Ca2+ 阳离子1/2Mg2+ 1/2Fe 1/3Fe2+ 3+8PCU mg/l 2.12 17.46 32.03 9.96 0 0 0 0.34 0.54 0.25 12.37 25.09 moml/l 0.054 0.76 1.60 0.82 0 0 0 0.019 7.82×10-3 5.71×10-3 3.27 0.35 0.52 2.41 0 0.036 0 0 3.16×10-3 3.32嗅项无目总硬度非碳酸盐硬度碳酸盐硬度负硬度甲基橙碱度酚酞碱度总碱度（以CaCO3 计）第一文库网酸度PH 值游离CO2 侵蚀性CO2 全硅非活性硅溶解固形物全固形物悬浮物COD BOD5 NH3-N 游离余氯味mg/l无moml/l 2.42 0.01 2.41 0 2.41 0硬度酸碱度1/3Al3+ NH4+ 1/2Ba2+ 1/2Sr2+ 合计Cl1/2SO42+ HCO31/2CO3NO3NO2OH1/3PO43合计120.66 0 6.95 0 0 4.65 2.03 165.2 167.8 2.6 14 阴离子其2.22 0 0.10他水质分析仪使用报告在线水质分析仪保德煤矿矿井充水水源快速识别仪试用报告为了及时、准确地判别矿井充水水源，为矿井水害防治和安全生产提供可靠依据，保德煤矿计划购置1台矿井充水水源快速识别仪。

2013年12月北京华安奥特科技有限公司（以下简称“华安奥特公司”）到保德煤矿进行了仪器的推广试用，2014年11月生产管理部联系中煤科工集团西安研究院（以下简称“西安研究院”）到保德煤矿进行了试用。

试用前保德煤矿建立了水源数据库，采集了顶、底板砂岩裂隙水、老空水、奥灰水等水样进行了化验对比，结果如下：一、检测精度方面利用华安奥特公司生产的W600型水质分析仪对顶、底板砂岩裂隙水进行了化验，均可以准确识别出水源类型，且重现性较好，同一水样两次测试结果基本一致；利用西安研究院生产的YHS5型水质分析仪对老空水、奥灰水进行了化验，结果识别出两个水样均为老空水，准确性较差，且重现性较低，同一水样两次化验结果有一定差异，如Ca 离子前后差4mg/l，Cl 离子前后差20mg/l。