测量学课后练习题计算答案

1、第一章绪论 第二章 水准测量ABA 0.304m H 19.712mhB点比A点低Bh 61.81957.967 3.852mABh 4.3632.4133.1211.2632.716-3.7153.919mABf 3.9193.852 0.067mhf 12 734568 68mmh0.067H H h v 57.9674.3637 62.316m3 m4 61.594m5 62.847m6 m8 61.820m330.067331A11H H h v 62.3162.41321220.06733H H h v 64.7233.12132330.06733H H h v 61.5941.26

2、343440.06733H H h v 62.8472.71654550.06733H H h v 65.5513.7156566f h 1.224-1.4241.781-1.7140.108-0.025mmhf 12 10881112 84mmhf f ,hh0.02549H H h v 44.3301.22410 45.559m8 44.139m8 45.924m11 44.216m110110.02549H H h v 45.5591.42421220.02549H H h v 44.1391.78132330.02549H H h v 45.9241.71443440.02549H H

3、 h v 44.2160.10812 44.330m10455Aab11BBba22h 1.3211.117 0.204mab 1.695 0.229mhhab abhab a 1.670m2第三章 角度测量水平角观测记录(测回法)120 16 12 2440A 180 02 06右B 300 18 06120 16 00第四章 距离测量和直线定向为D 232.355232.340 0.015mABD 232.355232.340 /2 232.348mABD10.0151K D232.348 15400ABD 145.682145.690 0.008mCDD 145.682145.690 /

4、2 145.686mCDD10.0081K D145.686 18200CDAAA 64 2064 ooA A 64 23 (21) 64 44oom第六章 测量误差的基本理论z和ymm。x1212yzz z z x2y2x y 3x y12m 9m m 10m22zxy D m 。h2m ) m (D ) m2222hD 20) 0.13 (250 20) ()22222 0.094m 8 lx 56 3218.25onv xl2.75 ,v 1.25 ,v 4.25v 5.25,v 1234v 1.25,v 4.75 ,v 2.75 ,v 0.25 5 678vvmm 3.515,m1.2

5、4n1xn 9 1.2531.2501.2481.2521.2491.2471.2501.2491.251x 1.250m9v ,v 0,v 0.002,v 0.002,v ,12345v ,v 0,v ,v m6 vv789m 1.90mmn1mm 0.6346mmxnmm ,n 9xnn第七章 控制测量Ax x BAABY 196.450721.324 524.874,X 239.460437.620 198.16ABY X 0ABABAB524.874198.16180arctan18069 1859.6 249 1859.6ooABD 561.035mABf 87 5112 150 2

6、0 12 125 06 42 87 29 1 oooo 2 89 13 42 2) 180 1oo87 51 12 12 87 5100oo1 150 20 12 12 150 20 00oo2 125 06 42 12 125 06 30 oo3 87 29 12 12 87 29 00oo4 89 13 42 12 89 13 30 oo5126 4500o12233445 180 126 45 00 180 150 20 00 156 25 00ooooo12233445512 180 156 25 00 180 125 06 30 21118 30ooooo3 180 21118 30

7、 180 87 29 00 303 49 30ooooo4 51 5 180 303 49 30 180 89 13 30 34 36 00ooooo180 34 36 00 180 87 51 00 126 45 00 ooooo121 Y D sinX D cos86.223 28.982121212121212X D cos Y D sin2323233445232323X D cos Y D sin 93.4943434343434 149.018X D cosY D sin4545454545184.794,Y D sinX D cos127.481515151515151f 64.

8、38666.390153.72199.853184.794 0.15xf 86.22328.98293.494149.018127.481 0.174yf f f 0.15 0.174 0.2302222xy1f0.23011K D 763.85 3300 2000 f0.15X X12D 64.38612107.61 64.407xD763.8512 f0.174Y YD 86.22312107.6186.198yD763.85 X 1212X Y Y 23X 45X233434 Y X Y514551 X X 500 64.407 435.5932112Y2Y Y 500 86.198 5

9、86.198112X 369.189,Y X Y 3344X Y X Y 499.99955114180 54f oABCD 120 30 14 , 212 15 44 , 145 10 , 170 ooooB12C 180 104 2946oo1AB 72 14 02 ,B 107 0349 ,116 4448ooo12X D cos2CCD 297.26cos104 29 46 74.408,Y 287.797, o1111X 57.307,Y X 27.407,Y 12122C2Cf 74.40857.30727.407200.00) 0.122, f 0.122mxyf D 297.2

10、6187.8193.40 578.471f11K D 3300 2000f0.122X X1D74.408297.26 ,Y 287.860,1xD578.4711X 12X57.267, Y , X 27.427, Y89.308m122C2C X X 200.00 74.471 125.529,Y 1B11X 182.796,Y ,X 155.369m,Y ,22C2 H 站 D kncos 100(0.9020.766)cos 3248 90 ) 13.30m22oo1H H knsin2 il21 400.12 100(0.9020.766)sin2 3248 90 )1.5320.8

11、30oo2 402.82m第十一章 道路中线测量 210 42180 30 42ooo180 162 0617 54ooo 18 12 40 00oo 40 00 29 06oo2 左17 oT Rtan 500tan76.957m22L R 50017 30 152.716mo18018017 30oE R(sec 500(sec 5.888m22D T L 1.198mZY JDT K4223.22YZ ZY L K4375.94LQZ ZY K4299.582DJD QZ K4300.182表xyiiii75.9455.9435.9415.940842086243740706149360

12、000075.6555.8235.9115.9405.763.131.290.250YZ K4+375.94=2418，圆曲线半径R=400m，若采用偏角法按整左2418T Rtan 400tan86.12(m)22L 4002418 169.65(m)18018018 E R 1 1 9.16(m)2 2D T L 286.12169.65 2.59(m)偏角读数iZY K10+024.76+04074.4154.4134.4114.4105 19 453 53 492 27 521 01 550 00 00354 40 15356 06 11357 32 08358 58 050 00 0

13、014.41014.410YZ K10+194.41 R212 18oR tan387.62300tan2222R m 122otantan212 ls右60224R 24300ls60l2p 0.5s603l3q 29.99s2 2402 240300R22180 180ls5 46o2R 2 0603l3 6059.94xl s40R403002 2.000s2602l2y s6R 6300037 16oT (R p)tan q tan29.99 m22HL R 2 ) l 2300 1625 46)260 255.13moo180180H0sL R( Y 2 )300 1625 46)m

14、oo180180037 16oE (R p)sec R sec300 17.12m22HD T L 2131.31255.137.49mHHHZH JDT K21476.21131.31 K21344.90HHY ZH l K21344.9060 K21404.90sYH HY L K21404.90135.13 K21540.03YHZ YH l K21540.0360 K21600.03sLQZ HZ JD QZ K21600.03255.13/2 K21472.465 K21472.4657.49/2 K21476.21H2DH2li15.1035.1055.106015.1035.09655.06159.940.0320.4001.5492.00HY K21+404.9040.0320.030.030HZ K21+600.0300HZ K21+600.0300点S