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地形整理分项工程质量检验评定表工程名称：渭河西安城市段灞河以西段南岸绿化景观工程保 证项 目项 目质 量 情 况1栽植土壤的理化性质必须符合《园林栽植土质量标准》（DBJ08-231）的要求合格 2 严禁使用建筑垃圾土、盐碱土、重黏土、砂土及含有其他有害成分的土壤 合格 3 严禁在栽植土层下有不透水层合格基本项目 项 目质 量 情 况等级按面积抽查10%，500㎡为一点，不得少于3点，≤500㎡应全数检查12345678 9 10 1 地形平整度√ √ √ √ √ √ √合格 2标高 √ √ √ √ √ √ √ √ √ √ 优良 3杂质含量低于10%√ √ √ √ √ √ √ 合格 按长度抽查10%，100㎡为一点，不少于3点4 栽植土与道路或挡土墙边口线平直 √ √ √ √ √ √ √合格允 许 偏 差 项 目 项 目尺寸要求 允许偏差 实测值（cm ）按面积抽查10%，500㎡为一点，不得少于3点，≤500㎡应全数检查（㎝） （㎝） 1 2 3 4 5 6 7 8 9 10 1有效土层厚度 大、中乔木胸径≥15 ＞130 <15＞100小乔木和大、中灌木 ＞80 小灌木、宿根花卉＞60 草本地被、草坪及一二年生草花 ＞40 2地形 标高全 高＜1 ±5 1m ～3m ±10 ＞3m±20检查结果 保证项目 全部合格基本项目 检查 4 项，其中优良 1 项，优良率 25 % 允许偏差项目检查 项，其中合格 项，合格率 100 %评定等级合格施工单位：工程技术负责人：（投标总工）核定等级监理单位：监理工程师：注：地下水位深度项中，种植耐水湿树种除外。
年 月 日有效土层厚度按照本标段实际情况填写，包含所有栽植项目的，全部填写。
地形标高按照本标段实际情况填写。
涉及几项填几项。
dem精度评定方法
DEM，即数字高程模型，是一种用于描述地表高程和地形特征的数字模型。
在不同领域的应用中，如地理信息系统、自然资源管理、城市规划和环境模拟等，DEM精度的准确性极为重要。
因此，为了评定DEM的精度，需要采取一些标准化的方法。
以下是一些常用的DEM精度评定方法：
1. 精度等级法：该方法通过将DEM的误差分为若干等级，来评定DEM 的精度。
常见的误差等级为0.5米、1米、2米、5米、10米等。
通过对比DEM的实际精度和理论精度，可评定DEM的精度等级。
2. 点检查法：该方法通过在DEM上选取一些样点，测量样点的实际高程值和DEM计算的高程值，然后比较两者的差异，来评定DEM的精度。
一般选取的样点数量越多，评定的精度越准确。
3. 统计分析法：该方法通过对DEM中的高程数据进行统计分析，来评定DEM的精度。
常见的统计方法有标准差、均方根误差等。
通过对比统计结果和理论值，可评定DEM的精度。
4. 比较分析法：该方法通过将DEM与其他地形数据进行比较，来评定DEM的精度。
常见的比较对象包括地形图、卫星影像等。
通过对比
结果，可评定DEM的精度。
值得注意的是，不同的DEM精度评定方法适用于不同的应用场景和数据来源。
在选择评定方法时，需要根据具体情况进行选择。
最后，DEM精度评定是DEM应用的重要环节，通过对DEM的精度进行评定，可以保证DEM在各个领域的应用具有更高的准确性和可靠性。
原始地貌标高点测绘数据表工程名称：微山县国际文化创意产业园日期：2015年09月09日施工单位微山县韩庄建筑一公司项目经理建设单位济宁华百文化产业发展有限公司监理单位微山县东方建设工程监理有限公司基准点读数2395（相当于-2.72米）序号原始地貌读数序号原始地貌读数1 2790 10 39102 2955 11 47003 3185 12 35604 3570 13 50005 3650 14 39006 3020 15 36607 3830 16 38308 4430 17 36009 4300 18 3350平均数3500.2（去掉一个最高点和一个最低点）相当于-3.83米原始地貌平均标高－（3.63-2.395+2.52）=－3.825米建设单位监理单位施工单位单位负责人（签章）：年月日总监理工程师（签章）：年月日项目经理（签章）：年月日清槽后基槽底标高点测绘数据表工程名称：微山县国际文化创意产业园日期：2015年09月26日施工单位微山县韩庄建筑一公司项目经理建设单位济宁华百文化产业发展有限公司监理单位微山县东方建设工程监理有限公司基准点读数 2.225（相当于－5.20m米）序号基槽底读数序号基槽底读数1 2.8 9 2.762 `2.93 10 2.883 3.66 11 3.364 3.85 12 3.435 4.28 13 4.276 4.38 14 3.877 4.21 15 2.658 3.3平均数 3.50（去掉一个最高点和一个最低点）相当于-6.48米基槽底平均标高－（3.50-2.20225+5.0）=－6.48米建设单位监理单位施工单位单位负责人（签章）：年月日总监理工程师（签章）：年月日项目经理（签章）：年月日。
大比例尺地形图的定义和应用大比例尺地形图是指在较大比例尺下绘制的地形图，通常用于对特定区域进行详细的地貌测绘和地形分析。
它以真实的地貌特征为基础，精确地记录了地表的形态、地形起伏和地貌特征，并通过符号、颜色等方式将这些信息传达给用户。
大比例尺地形图在工程建设、城市规划、农业生产、环境监测等领域都有着广泛的应用。
大比例尺地形图平面和高程精度检查方法为了确保大比例尺地形图的准确性和可靠性，需要进行平面和高程精度的检查。
在平面精度检查方面，常用的方法包括比对与基准地理信息系统资料、线面位置的对比分析、地图边界的测量和比对等。
通过这些方法，可以确定地形图的平面坐标与现场实际位置之间的一致性，以及各类地貌要素的位置准确性。
高程精度检查方法主要包括高程测量校核、高程插值分析及与实测数据的对比等。
通过测量标高点的高程数据，并与实际野外测量的标高进行对照，可以检查地形图中的高程数值是否准确。
此外，还可以通过数字高程模型（DEM）进行高程插值，并将其与实际采集的高程数据进行对比，以评估地形图中的高程精度。
综合利用平面和高程精度检查方法，可以对大比例尺地形图进行全面的质量检测，确保其满足实际应用的需求。
同时，随着遥感技术和地理信息系统的不断发展，越来越多的高精度地形数据可以用于检查与校正，进一步提高地形图的精度和可靠性。
对于精度不符合要求的地形图，可以使用数据融合、插值以及多源数据对比等方法进行精度修正，从而提高地形图的质量。
大比例尺地形图的平面和高程精度检查是地理信息领域的重要课题。
只有确保地形图数据的准确性和一致性，才能为用户提供可靠的地理空间信息。
未来，随着技术的不断进步和新方法的引入，对于大比例尺地形图精度检查的要求将变得更加严格，同时也会出现更多新的挑战和问题，需要不断地探索和研究。
通过持续的努力和创新，大比例尺地形图的平面和高程精度检查与质量分析将迈上一个新的台阶，为各行各业提供更加精确和可靠的地理空间信息支持。
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