陸河縣產業轉移工業園區基礎設施配套建設項目（三期）污水處理站航空攝影測量質量檢查報告 ******有限公司二〇二一年六月二十四日.前言質量是作業單位的生命線，數據質量直接影響到成果的有效應用，對數據生產實行全程監控非常重要。本項目對質量實行分階段跟蹤控制，及時發現問題及時更正，避免由于誤解技術要求而引起偏離技術要求作業等情況發生，及時糾正作業過程中的錯誤，確保工程質量。我司項目部對各工序質量進行了嚴格的質量監控，確保本工序問題不帶入后續工作。公司質檢部按照測繪成果“二級檢查，一級驗收”的質檢制度，安排專職檢查人員，對本測區航測成果進行了全面的質量檢查。并根據檢查的實際情況編寫了本質量檢查報告。工程概況陸河縣產業轉移工業園區基礎設施配套建設項目（三期）污水處理站工程測量工程，位于廣東省汕尾訕陸河縣。為了給設計和施工提供該地區的地形資料，受業主單位委托，我公司對上述范圍內的地形地貌進行了航空攝影測量。本項目所在地理位置：本項目共完成的工作量為對空三角標志50個；數字高程模型（三維建模）105幅；1：500數字線劃地圖105幅。3.檢查的技術依據（1）《低空數字航空攝影規范》CH/Z3005-2010；（2）《低空數字航空攝影測量外業規范》CH/Z3004-2010；（3）《低空數字航空攝影測量內業規范》CH/Z3003-2010；（4）《無人機航攝系統技術要求》CH/Z3002-2010；（5）《無人機航攝安全作業基本要求》CH/Z3001-2010；（6）《測繪技術設計編寫規定》CH/T1004-2005；（7）《測繪技術總結編寫規定》CH/Z1001-2005；（8）《測繪成果質量檢測與驗收》CB/T24356-2009；（9）《測繪產品質量評定標準》CB179411-2008；（10）《國家基本比例尺地圖圖式第一部分：1:5001:10001:2000地形圖圖式》CB/T20257.1-2017；4.檢查工作概述為評定本項目工程質量，我司質檢部組織質檢人員對外業地形圖及控制點和內業資料、報告實施全面質量檢查。項目檢查工作在各臺組自檢、互檢合格的基礎上進行。各臺組自檢在作業過程中或作業完成后進行，在臺組完成外業測量，內業處理后進行臺組互檢。在測區內業處理完成后，項目組織力量對臺組質量進行了全面的集中質檢。項目檢查由項目組織測量技術負責、內業技術負責組成質檢小組到現場實地重復測量，對測量進行數學精度的評定，并對各種圖、表進行現場實地核對。對發現的問題責成作業臺組及時改正。數學模型采用高斯正形投影，中央子午線114°。（1）平面坐標系統：國家2000大地坐標系；（2）橢球基本幾何參數：采用CGCS2000地心坐標系橢球基本參數；（3）高程系統：1985黃海高程基準；（4）測圖比例尺和成圖方法：1：500解析法全野外數字成圖；（5）基本等高距：0.5米。4.1外業巡視檢查并修改外業巡視檢查圖面表示與實地景觀的一致性，地物地貌元素綜合取舍的合理性，各種名稱注記的規范性及正確性，圖面各種地物的精度是否合乎規范要求，重要地物有無遺漏等。對于外查中發現的問題要求作業員一一修改，并填寫檢查記錄。本項目按照質檢流程，對作業成果進行三級檢查。公司作業小組進行100％自查，作業小組與作業小組之間進行100％互查，公司檢查員進行20％抽查，在檢查中發現問題一一落實，并全面查改。外業巡視檢查主要內容包括：建筑物和構筑物是否錯漏，其位置關系是否正確；有方位意義的獨立地物（如水塔、煙囪、電信塔等）位置是否錯誤，表達是否正確，與周圍其他地物的相關位置關系是否協調；雙線道路、水系、管線設施的表達；等高線、坡坎等地貌要素與高程注記點的檢查；植被要素表達的完整性與符合性；居民點、河涌、道路、企事業單位的名稱及其他各種注記要素是否與實地相符。外業巡視檢查中，發現的一些主要問題如下：（1）個別漏繪電線桿；（2）個別斜坡誤繪為陡坎；（3）個別水渠地下入口未表示；（4）個別漏繪等高線；（5）個別依比例繪制的水渠誤繪為單線；（6）房屋相互關系錯誤兩處。以上發現的問題，均進行了修改。修改后的成果資料，經復查滿足規范要求。經內、外業檢查，認定地形圖各類控制點、埋石點，點位恰當、穩固可靠，標志明顯，便于保存；各地物、地貌測繪細致、客觀，表示合理，綜合取舍適當；地理名稱正確無誤，較好地領會了設計意圖，未發現大的差、錯、漏現象；地物精度較佳；能較好地反映本測區地理特征和滿足實際要求。4.2像控點質量檢查本測區采用GPS-RTK測圖方法，對像控點進行重復觀測。抽查20個點，比例約為20%。每次測量前都對當前基站設置的正確性進行檢驗。流動站觀測前，首先檢查一個以上的已知控制點，當檢核結果小于3cm時，才開始進行RTK測量。作業時坐標精度設置為3cm，并連續觀測10個歷元，作為測量點的坐標成果。表4.2.1像控點檢測表像控點檢測表序號點名XYZ坐標及高程較差△X△Y△Z1K1原測數據354575.5612565883.07465.139-0.029-0.0170.018檢測數據354575.5322565883.05765.1572K2原測數據354235.4232565868.50074.4190.0140.0240.017檢測數據354235.4372565868.52474.4363K3原測數據353911.7962565812.06578.808-0.018-0.0110.016檢測數據353911.7782565812.05478.8244K4原測數據353650.8022565675.41979.2000.0220.0150.024檢測數據353650.8242565675.43479.2245K5原測數據353390.3722565685.81269.807-0.0170.0120.017檢測數據353390.3552565685.82469.8246K6原測數據355590.2902567305.68952.7060.003-0.0040.020檢測數據355590.2932567305.68552.7267K7原測數據355582.8612567185.37552.0980.0070.007-0.025檢測數據355582.8682567185.38252.0738K8原測數據355583.0712567014.40352.0060.0080.0200.009檢測數據355583.0792567014.42352.0159K9原測數據355589.9632566808.97151.507-0.0120.0080.030檢測數據355589.9512566808.97951.53710K10原測數據355590.1962566585.87249.679-0.014-0.017-0.009檢測數據355590.1822566585.85549.67011K11原測數據355582.8752566400.62448.6610.013-0.019-0.040檢測數據355582.8882566400.60548.62112K12原測數據355582.1192566214.46947.758-0.009-0.008-0.020檢測數據355582.1102566214.46147.73813K13原測數據355590.1622566026.65245.0260.0210.025-0.005檢測數據355590.1832566026.67745.02114K14原測數據355589.7362565939.53045.3410.009-0.0180.032檢測數據355589.7452565939.51245.37315K15原測數據355418.7362565879.84645.246-0.0050.019-0.034檢測數據355418.7312565879.86545.21216K16原測數據355233.3972565832.08146.228-0.0210.0080.020檢測數據355233.3762565832.08946.24817K17原測數據355053.1462565821.90651.423-0.0090.0200.008檢測數據355053.1372565821.92651.43118K18原測數據354862.5782565850.45956.9750.0050.017-0.023檢測數據354862.5832565850.47656.95219K19原測數據354673.4152565871.09462.4110.029-0.0030.022檢測數據354673.4442565871.09162.43320K20原測數據355583.0452567542.78453.1490.0170.007-0.024檢測數據355583.0622567542.79153.125像控點坐標抽查結果，平面坐標較差最大為-0.029m，高程較差最大為+0.040m,成果精度符合《測繪產品質量評定標準》CB179411-2008的要求。4.3平面坐標與地面高程注記質量檢查數字線劃圖的平面、高程精度檢測，采用全站儀極坐標法。在經檢測合格的圖根點或像控點上架設全站儀，采集地形地物點的三維坐標進行比對檢查。質量檢測前，通過CAD成果，求取待檢測點平面和高程坐標，輸入全站儀待檢。本次平面測量檢查點為200點（隨機選取），抽查比例大于10%。點號分別是JCD1、JCD2、JCD3...JCD200，檢測點平面坐標中誤差為±0.023m；本次高程測量檢查點為200點（隨機選取），點號分別是JC1、JC2、JC3...JC200，高程中誤差為±0.034m。經檢測，成果精度符合《測繪產品質量評定標準》CB179411-2008的要求，檢測數據見附表：《地形地物點與高程注記檢測表》。4.4內業質量檢查內業檢查比例100%，公司質檢部對文字資料進行了全面查閱及檢查地形圖表示方法是否合理。利用全站儀采集的坐標數據，在南方CASS9.0成圖系統軟件中編輯成圖。編輯過程中要求作業人員必須做到捕捉到位、符號運用準確、屬性數據輸入正確等，嚴格執行圖式、規范、技術設計書中有關的要求與原則。經檢查，地形圖圖式符號應用正確，圖面表示清楚、整潔美觀，取舍合理。4.5其它方面檢查（1）人員上崗證檢查，符合技術設計書要求；（2）各種儀器設備均按要求進行了測前檢定和檢驗，檢驗資料齊全、完整，各項性能指標滿足規范及設計要求。5.質量檢查結論經我公司技術質檢部門對本次陸河縣產業轉移工業園區基礎設施配套建設項目（三期）污水處理站工程測量工作進行內外業檢查后，對航測成果成果做出以下評價：（1）本區技術設計和作業方法符合測區實際情況，能滿足規劃設計的要求；（2）外業基礎資料內容齊全、正確，未發現明顯錯漏；（3）像控點、圖根點、控制點布設合理,施測方法正確,成果資料齊全,精度可靠；（4）航測測量精度滿足各技術依據要求；（5）航測點屬性調查正確，調查內容符合各技術依據的要求；（6）地形圖圖面美觀整潔，綜合取舍合理，圖式符號運用正確,圖面清晰易讀,高程點精度可靠,密度適當,等高線走向合理,能夠準確反映實地的地形地貌及細部特征，符號表示符合《圖式》規定；（7）地形圖數據分層正確，代碼無誤，線型合理，文字注記的分類正確，滿足設計及規范的要求；（8）各項成果資料均滿足規范及設計要求,根據《數字測繪產品檢查驗收規定和質量評定》，該測區測繪成果評定為合格。綜上所述，本工程各項質量指標達到技術依據的要求，質量可靠，可提交甲方檢查驗收。附表地形地物點與高程注記檢測表序號點名XYZ坐標及高程較差△X△Y△Z1JC1原測數據355590.3662568624.37254.3830.012-0.0110.025檢測數據355590.3782568624.36154.4082JC2原測數據355589.0922568457.45754.4320.016-0.0110.017檢測數據355589.1082568457.44654.4493JC3原測數據355582.9352568278.04954.109-0.0180.0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