696116.7421.42312531245-425820332859 25456299094236-1.4253.145|-1478403.42.157 2993429932-1.25642580.478-344520593744 252883428843225752590576-3544216036 2996933603425811.56912456-1478|5349 3.4 2733636366623.125-2.1474128214504810288 28366281364593125-32584128-412544827536 3649840817124581.2560.9872.16850 0.85540.8391458-41254258-1.56920495018 0877418791467-24783492-145620 5.3 3241.879|13.709-4.156-17266|-4258-2458821073318 13.74123.8602.423 438201250092589-15693456-325842B9485 2503822.8631.1472.478-4.586-1.256|1.8 36125.159224691.4252.569-4.1562.5693.0427587 10.如图35所示,为修建一工业厂房,在其周围布设一条以BM为起点的闭合水准路线。 观测数据(h,n)列于表3-5中,由教师按题号指定每人计算一题,填入表3-3中,计算1、 2和3三个点的高程 表3-5闭合水准路线不同数据计算题 题号已知点测得高差(m) 水准路线测段测站数 443131224-0363-0714-0.10810 37.1102445-045611236-0.7403 822612362.366-1.236-2.345 447562.366456913456|-345810124 770023642311.170-56011012 3344l56371.2362456-1.9214 46.1192452-0256-0.569-1.658 47.11516890.2341456-3.34510128 78901214567 49773379-1.248-0697-14197 50.1174342789-2456-1.7354 2871517602582-3.133-1216 711717672589-3261 477691.2300.589125830439 886 7 4361563077458752392469128197 184672425457813569-34098 16117343418897119569-27347 1477636278%611056309674 D82786101051459418-8748 08:0 10|8 19 20.776009545694128-8758 14.7698.792 8.564-20780|-6.53210 8917656774561236-152078 9 0|15 B3140615.259123612.369-4.16412 258-42058 67974273-0.123-2258-869087 5677918921.2584596-77486 7 9 264416771924561456-6752128913 5671967194569-8412-2.83910 14 8 6.124|2876 589-1.258-632428 29 22.156|620745871.245-120749 22.18912.039-4213-4456-3.335128 31 72.1243.37012584.5691-9.1557 8 9 89.1149197-1258-4598-330912722 16.961 16.742 1.423 1.253 1.245 -4.258 2.0 3.3 2.8 5.9 23 25.456 29.909 4.236 -1.425 3.145 -1.478 4.0 3.4 2.1 5.7 24 29.934 29.932 -1.256 4.258 0.478 -3.445 2.0 5.9 3.7 4.4 25 28.834 28.843 -2.257 5.259 0.576 -3.544 2.1 6.0 3.6 4.3 26 29.969 33.603 4.258 -1.569 2.456 -1.478 5.3 4.9 2.0 3.4 27 33.636 36.662 3.125 -2.147 4.128 -2.114 5.0 4.8 10.2 8.8 28 36.628 36.459 3.125 -3.258 4.128 -4.125 4.4 8.2 7.5 3.6 29 36.498 40.817 2.458 -1.256 0.987 2.168 5.0 6.2 2.7 9.6 30 40.855 40.839 1.458 -4.125 4.258 -1.569 2.0 4.9 5.0 1.8 31 40.877 41.879 1.467 -2.478 3.492 -1.456 2.0 3.2 5.3 8.9 32 41.879 13.709 -4.156 -17.266 -4.258 -2.458 8.2 10.7 3.3 1.8 33 13.741 23.860 2.423 4.159 2.128 1.369 4.2 3.8 5.0 7.7 34 23.820 25.009 2.589 -1.569 3.456 -3.258 4.2 3.9 4.8 5.1 35 25.038 22.863 1.147 2.478 -4.586 -1.256 1.8 3.2 4.4 9.0 36 25.159 22.469 1.425 2.569 -4.156 -2.569 3.0 4.2 7.5 8.7 10．如图 3-5 所示，为修建一工业厂房，在其周围布设一条以 BM0 为起点的闭合水准路线。 观测数据（hI,ni）列于表 3-5 中，由教师按题号指定每人计算一题，填入表 3-3 中，计算 1、 2 和 3 三个点的高程。 表 3-5 闭合水准路线不同数据计算题 题号 已知点 (m) 测得高差（m） 水准路线测段测站数 BM0 hi h2 h3 h4 n1 n2 n3 n3 1 44.313 1.224 -0.363 -0.714 -0.108 10 8 10 9 2 37.110 2.445 -0.456 -1.236 -0.740 3 4 8 5 3 18.226 1.236 2.366 -1.236 -2.345 8 10 5 9 4 44.756 2.366 4.569 -3.456 -3.458 10 12 4 8 5 56.770 0.236 4.231 1.170 -5.601 10 12 14 4 6 33.441 5.637 1.236 -2.456 -1.921 4 9 8 7 7 46.119 2.452 -0.256 -0.569 -1.658 4 10 9 8 8 47.115 1.689 0.234 1.456 -3.345 10 12 8 9 9 49.777 3.379 -1.248 -0.697 -1.419 7 8 10 4 10 50.117 1.434 2.789 -2.456 -1.735 4 12 8 5 11 28.715 1.760 2.582 -3.133 -1.216 5 8 10 7 12 17.117 1.767 2.589 -3.126 -1.209 5 8 10 7 13 47.769 1.230 0.589 1.258 -3.043 9 6 7 10 14 36.156 3.077 4.587 -5.239 -2.469 12 8 9 7 15 18.467 2.425 4.578 -3.569 -3.409 8 10 9 12 16 16.117 3.434 18.897 -19.569 -2.734 7 18 15 8 17 14.776 3.662 7.896 -10.563 -0.967 4 8 14 2 18 27.861 0.105 4.559 4.118 -8.748 4 10 8 12 19 20.776 0.095 4.569 4.128 -8.758 4 10 8 12 20 14.769 8.792 18.564 -20.780 -6.532 10 12 14 9 21 28.917 6.567 7.456 1.236 -15.207 8 9 10 15 22 31.406 15.259 1.236 -12.369 -4.164 12 9 12 9 23 4.169 4.126 2.369 -2.258 -4.205 8 8 10 8 24 26.797 4.273 -0.123 -2.258 -.869 10 8 7 7 25 56.779 1.892 1.258 4.596 -7.748 6 7 9 10 26 44.116 7.719 -2.456 1.456 -6.752 12 8 9 13 27 56.719 6.719 4.569 -8.412 -2.839 10 9 14 8 28 66.124 2.876 4.589 -1.258 -63242 8 8 7 10 29 22.156 6.207 4.587 1.245 -12.074 9 8 8 14 30 22.189 12.039 -4.213 -4.456 -3.335 12 8 9 8 31 72.124 3.370 1.258 4.569 -9.155 7 8 9 16 32 89.114 9.197 -1.258 -4.598 -3.309 12 7 8 10