GPS ( ) L1 L2 LC ( ) PCV GNSS GNSS PCO v = Ax b. (1) A (3) x PCO b v x = (A T PA) 1 (A T Pb), (2) P [1] 90
|
|
|
- 坐 谭
- 7 years ago
- Views:
Transcription
1 30 4 Vol. 30, No PROGRESS IN ASTRONOMY Nov., (2012) GNSS 1,2 2 1 ( ) GNSS LEO GPS GNSS LEO P128 A 1 GNSS GNSS, ARP (PCO) (PCV) GNSS GNSS GNSS GNSS 4 GNSS ( ) (06DZ22101)
2 GPS ( ) L1 L2 LC ( ) PCV GNSS GNSS PCO v = Ax b. (1) A (3) x PCO b v x = (A T PA) 1 (A T Pb), (2) P [1] 90
3 4 GNSS i ( x i, y i ) ARP (x 0, y 0 ) (x 1, y 1 ) (x 2, y 2 ) x 1 = x 0 x 1 + x 2 y 1 = y 0 y 1 + y 2 x 5 = x 0 + x 2 + y 1 y 5 = y 0 + y 2 x 1 x 2 = x 0 x 1 y 2 y 2 = y 0 y 1 + x 2 x 6 = x 0 + x 2 + x 1 y 6 = y 0 + y 2 + y 1 x 3 = x 0 x 1 x 2 y 3 = y 0 y 1 y 2 x 7 = x 0 x 2 y 1 y 7 = y 0 + y 2 + x 1 (3) x 4 = x 0 x 1 + y 2 y 4 = y 0 y 1 x 2 ( x i, y i ) (i =1,2,,7) (x 0, y 0, x 1, y 1, x 2, y 2 ) (1) (2) (x 1, y 1 ) (x 2, y 2 ) 1 [1] min
4 [2] 2 [2] A B H A H B A B h A h A δh A δh B (U A ) i,j (U B ) i,j A B i = 1, 2, 3, 4 j = 1, 2 H AB = H B H A = [(U B ) 1,1 h B δh B ] [(U A ) 1,1 h A δh A ], (4) H AB = H B H A = [(U B ) 1,2 h B δh A ] [(U A ) 1,2 h A δh B ], (5) δh B δh A = 1 2 {[(U B) 1,1 (U A ) 1,1 ] [(U B ) 1,2 (U A ) 1,2 ]}. (6) h AB = δh B δh A ( U AB ) i,j = (U B ) i,j (U A ) i.j ( U AB ) i,j i A B h AB = δh B δh A = 1 2 ( 1)i 1 [( U AB ) i,1 ( U AB ) i,2 ]. (7) 4 h AB 2.3
5 4 GNSS [3] 3 [3] 2.4 [4] (ARP) h L1 L2 LC PCO
6 ARP (PCV) GNSS PCO PCV 3 GNSS 3 (PCV) 70% 3.1 [5,6] GPS GNSS GPS PCV AOAD/M T PCVs 0 [7] ( ) PCV PCV PCV PCV PCV L1 L2 LC PCV [4] PCO PCV i = τ i + α 1 θ i + α 2 θ 2 i + α 3 θ 3 i + α 4 θ 4 i, (8) i θ i α i τ i
7 4 GNSS 507 PCV PCV PCV z 90 0 PCV(z = 90 ) = 0. (9) RMS PCV 24 h GNSS [8] PCV PCV [4,8] L1 t 1 ( 1) i Φ i 1(t 1 ) =ρ i 1(t 1 ) c dt 1 + c dt i + c f L1 N i 1(1) i 1,ion(t 1 )+ i 1,trop(t 1 ) + d 1 (t 1 ) + d i (t 1 ) + PVC 1 (θ i (t 1 )), Φ i 1 t 1 ρ i 1(t 1 ) c dt 1 (GPS ) dt i (GPS ) f L1 L1 N i 1(1) L1 i 1,ion(t 1 ) L1 i 1,trop(t 1 ) L1 d 1 (t 1 ) d i (t 1 ) PCV 1 (θ i (t 1 )) L1 PCV θ i (t 1 ) i t 1 ( 2) Φ i 2(t 1 ) =ρ i 2(t 1 ) c dt 2 + c dt i + c f L1 N i 1(1) i 2,ion(t 1 )+ i 2,trop(t 1 ) + d 2 (t 1 ) + d i (t 1 ) + PVC 2 (θ i (t 1 )). (10) (11) SD SD i 1 2(t 1 ) = ρ i 1 2(t 1 ) c dt (10) (11) c f L1 N i 1 2(1) + d 1 2 (t 1 ) + PVC 1 2 (θ i (t 1 )). (12) dt i d i (t 1 ) ( i 1,ion (t 1) i 2,ion (t 1)) ( i 1,trop(t 1 ) i 2,trop(t 1 )) PCV PCV 1 2 (θ i (t 1 )) = α 0 + α 1 (θ i (t 1 )) + α 2 (θ i (t 1 )) 2 + α 3 (θ i (t 1 )) 3 + α 4 (θ i (t 1 )) 4. (13) ( 1) ( 2) j j
8 SD j 1 2(t 1 ) =ρ j 1 2(t 1 ) c dt c f L1 N j 1 2(1) + d 1 2 (t 1 )+ α 0 + α 1 (θ j (t 1 )) + α 2 (θ j (t 1 )) 2 + α 3 (θ j (t 1 )) 3 + α 4 (θ j (t 1 )) 4. (14) ρ i 1 2(t 1 ) ρ j 1 2(t 1 ) t i j DD1 2(t i j 1 ) = + c N f 1 2(1) i j + α 1 [(θ i (t 1 )) (θ j (t 1 ))] + α 2 [(θ i (t 1 )) 2 (θ j (t 1 )) 2 ]+ L1 α 3 [(θ i (t 1 )) 3 (θ j (t 1 )) 3 ] + α 4 [(θ i (t 1 )) 4 (θ j (t 1 )) 4 ]. (15) t i j DD1 2(t i j 2 ) = + c N f 1 2(1) i j + α 1 [(θ i (t 2 )) (θ j (t 2 ))] + α 2 [(θ i (t 2 )) 2 (θ j (t 2 )) 2 ]+ L1 α 3 [(θ i (t 2 )) 3 (θ j (t 2 )) 3 ] + α 4 [(θ i (t 2 )) 4 (θ j (t 2 )) 4 ]. (16) L1 (16) (15) T D i j 1 2(t 2 1 ) = +α 1 A i j 1 (t 2 1 ) + α 2 A i j 2 (t 2 1 ) + α 3 A i j 3 (t 2 1 ) + α 4 A i j 4 (t 2 1 ), (17) A i j 1 (t 2 1 ) = [(θ i (t 2 )) (θ j (t 2 ))] [(θ i (t 1 )) (θ j (t 1 ))], (18) A i j 2 (t 2 1 ) = [(θ i (t 2 )) 2 (θ j (t 2 )) 2 ] [(θ i (t 1 )) 2 (θ j (t 1 )) 2 ], (19) A i j 3 (t 2 1 ) = [(θ i (t 2 )) 3 (θ j (t 2 )) 3 ] [(θ i (t 1 )) 3 (θ j (t 1 )) 3 ], (20) A i j 4 (t 2 1 ) = [(θ i (t 2 )) 4 (θ j (t 2 )) 4 ] [(θ i (t 1 )) 4 (θ j (t 1 )) 4 ]. (21) (17) K N 4 = TD N 1 = K N 4 α 4 1, A i j 1 (t 2 1 ) A i j 2 (t 2 1 ) A i j 3 (t 2 1 ) A i j 4 (t 2 1 ).. A i j 1 (t n (n 1) ) A i j 2 (t n (n 1) ) A i j 3 (t n (n 1) ) A i j 4 (t n (n 1)).., (22) α 4 1 = [α 1 α 2 α 3 α 4 ] T, (23) α = (K T K ) 1 (K T TD). (24)
9 4 GNSS 509 PCV PCV PCV PCV 1 cm [8] IGS PCVs 0 Wubbena [9,13] Geo++ [10,11] GPS ( ) GPS, ( PCV ) ( PCV [12] ) PCVs Φ j i = ρj i (t) c dt i + c dt i + λ N j i j ion,i + j trop,i + j MP,i + dj PCV,i + ε. (25) [10,13] δ SID δ SID Φ j i = c (δsid dt i δ SID dt j ) + λ δ SID N j i δsid j ion,i + δsid j trop,i + δsid ε. (26) PCV δ SID Φ j,m i,k = λ δsid N j,m i,k + δsid ε. (27) 180 δ SID Φ j i = c (δsid dt i δ SID dt j )+λ δ SID N j i δsid j ion,i +δsid j trop,i +d(0,0),j PCV,i d(α,z),j PCV,i +δsid ε, (28)
10 δ SID Φ j,m i,k = λ δsid N j,m i,k d PCV PCV + δsid ε + d j,m PCV,i,k, (29) α j = α i + α z j = z i + z d PCV (α i, z i, α, z) = d PCV (α i, z i ) d PCV (α j, z j ), (30) PCV PCO PCV ANTEX ( 4.1 ) 3.4 PCV IGS 11 6 IGS GFZ TUM 10 GPS 1994 IGS PCVs AOAD/M T PCV GPS VLBI SLR GPS [5,14] cm [14] IGS 5 10 IGS VLBI SLR [5] 90 0 PCVs PCVs PCVs 10 PCVs PCVs
11 4 GNSS mm [24] PCVs PCVs PCVs IGS GNSS GNSS PCV [15] 4.1 PCV PCO PCV PCO 4 4 PCVs PCVs 4 z z [16] sin(z ) = R sin(z), (31) r
12 R r ( ) z max Rmax = arcsin sin(z max ). (32) r min PCO PCV [16] φ (z ) = φ(z). (33) φ (z ) = φ(z). (34) z ( ) r φ (z ) = r(1 cos z ). (35) PCO PCV PCV PCO PCV PCO PCV PCO PCO APR [17] PCO PCV GPS PCO PCV PCO PCV raw PCV [18,19] 4.2 PCO PCV [16,20] IGS ( ) [21] PCO PCV [21] IGS PCO PCV LC ( ) w = cos 2 z(z ), PCV
13 4 GNSS 513 ( raw PCV) GFZ TUM [19] 14 6 ( Neill 3 h ) 15 PCV ( ) raw PCV PCO PCVs PCV PCV raw PCV [16] [16] 14 z =0 PCV raw (z ) = 0. (36) PCV raw (z = 0 ) = 0. (37) raw PCV PCV PCO PCV PCV [18,19] PCV PCO z PCV raw (z ) = PCV(z ) + z (1 cos z ). (38) PCV z [PCV raw (z ) a i z (1 cos z )] 2 = min (j = 1, 2,, 14). (39) j a i PCV raw (z ) i PCV PCV PCO PCV PCO PCV PCO PCV PCV PCV 5 [16] PCV PCV PCV [16,21] PCV (1) GNSS (2) PCV ( ) PCV n max n PCV(α, z) = (a nm cos mα + b nm sin mα)p nm (cos z), (40) n=0 m=0
14 PCV Block IIR PCV [16] PCV(α, z) α z p nm a nm b nm n m PCV n m a nm b nm n m( n max = m max = 8) a nm b nm PCV x y z 4.3 LEO GPS LEO GPS km GPS LEO GPS GPS LEO LEO GPS igs08.atx [22] GPS PCO PCV 14 GPS [23] 14 LEO GPS PCVs LEO PCVs 5 5 LEO LC GPS PCV [24]
15 4 GNSS 515 (Φ orb Φ model ) = PCV true (e) PCV model (e) = PCV(e), (41) e LEO GPS LEO GPS 14 PCV igs08.atx PCV 2 3 mm GPS PCV 1 mm LEO PCV igs08.atx 14 PCV LEO GPS LEO [23] LEO GPS 5 GNSS 3 PCVs PCVs PCV PCV GPS 14 LEO GPS km 17 SVN714 L2 [20] PCV [20,25] R714 PCV PCV [26] PCV PCVs GNSS ( GPS ) GPS [1],., 2000, (12): 15 [2]., 2000, 2(3): 23 [3] Bányai L. Journal of Geodesy, 2005, 79(4): 222 [4] Mader G L. GPS Solutions, 1999, 1: 55 [5] Rothacher M, Schaer S, Mervart L, et al. SPECIAL TOPICS AND NEW DIRECTIONS, Gendt G, Dick G, eds. Germany GFZ
16 [6] Rothacher M. GPS Solutions, 2001, 4(4): 55 [7] Rothacher M, Mader G. Estimation and validation of IGS absolute antenna phase center variations, 01.txt, 1996 [8] Daniel N A, Andrew R, Barbara A O, et al. IEEE TRANSACTIONS ON INSTRUMENTATION AND MEASUREMENT, 2005, 54(5): 1820 [9] Schmitz M, Wubbena G, Boettcher G, et al. GPS Solutions, 2002, 6: 18 [10]., 2010, (3): 7 [11] Dach R, Schmid R, Schmitz M, et al. GPS Solutions, 2011, 15: 49 [12] Akrour B, SanterreR, Geiger A. GPS world, 2005, 16(2): 49 [13] Wubbena G, Menge F, Schmitz M, et al. Proc Int Tech Meet ION GPS-96, Kansas City, Missouri, 1996: 1205 [14] Zhu Y, Massmann H, Yu Y,et al. J Geod, 2003, 76(11): 668 [15] Mader G L, Czopek F M. GPS World, 2002, 13(5): 40 [16] Schmid R, Rothacher M. Journal of Geodesy, 2003, 77(7): 440 [17] Rothacher M, Schaer S, Mervart L, et al. IGS Workshop, Germany:GFZ Potsdam, 1995: 205 [18] Ge M, Gendt G, Meindl M. eds. Bern: Proceedings of the IGS Workshop and Symposium 2004, 2005 [19] Schmid R, Steigenberger P, Gendt G, et al. J Geod, 2007, 81: 781 [20] Dilssner F, Springer T, Flohrer C, et al. Journal of Geodesy, 2010, 84(8): 467 [21] Dach R, Hugentobler U, Fridez P, et al. Bernese GPS Software, version 5.0, University of Berne: Astronomical Institute, 2007: 355 [22] ftp://garner.ucsd.edu/pub/gamit/tables/igs08.atx, 2012 [23] Jaggi A, Dach R, Bock H, et al. Combining terrestrial and LEO data to extend the GPS satellite antenna patterns to nadir angles beyond 14, [24] Montenbruck O, Garcia-Fernandez M, Yoon Y, et al. GPS Solutions, 2009, 13(1): 23 [25] ftp://garner.ucsd.edu/pub/gamit/tables/antmod.dat, 2012 [26] Schmitz M, Wubbena G, Boettcher G. GPS Solutions, 2002, 6: 18 Research on Calibration Methods of GNSS Antenna Phase Center Offsets and Variations LI Xiao-bo 1,2, WANG Xiao-ya 2, REN Jin-wei 1 (1. Institute of Earthquake Science China Earthquake Administration, Beijing , China; 2. Shanghai Astronomical Observatory, Chinese Academy of sciences, Shanghai , China) Abstract: GNSS measurement, including pseudo-range and carrier phase observation, is the distance between phase center of satellite antenna and phase center of receiver antenna. Satellite mass center and receiver antenna reference point (ARP) are used as reference in GNSS data processing. Consequently, the antenna phase center correction should be considered in GNSS data processing. GNSS antenna phase center correction including mean phase center offset with respect to the ARP or the mass of satellite, i.e. PCO, and the variation to the mean phase center with respect to the satellite elevation and azimuth angle, i.e. PCV. In general, the same type
17 4 GNSS 517 of antennas have similar PCO and PCV. This paper summarizes the methods of calibrating GNSS antenna phase center offsets and variations. In addition, the calibration of on-orbit GNSS satellite antenna phase center variation is described. PCVs are highly correlated with PCOs, the so-called daily raw PCVs are normally estimated together with other parameters including site coordinates, site-specific troposphere parameters, orbit parameters and Earth rotation parameters etc. Afterwards, the raw PCV estimates are separated into PCOs and PCVs under the assumption that PCV is the flattest by the least-square fit. The calibration of the on-orbit GPS satellite antenna PCV by LEO observations is described as well. It extends the maximum nadir angle up to 17 by establishing the un-differential carrier phase residuals. Key words: GNSS; calibration; antenna phase center offset; antenna phase center variation; LEO CN /P 4-819
VLBI2010 [2] 1 mm EOP VLBI VLBI [3 5] VLBI h [6 11] VLBI VLBI VLBI VLBI VLBI GPS GPS ( ) [12] VLBI 10 m VLBI 65 m [13,14] (referen
31 2 Vol. 31, No. 2 2013 5 PROGRESS IN ASTRONOMY May., 2013 doi: 10.3969/j.issn.1000-8349.2013.02.08 VLBI 1,2 1 ( 1. 200030 2. 100049 ) VLBI VLBI VLBI VLBI VLBI VLBI P228.6 A 1 (VLBI) 20 60 (ITRF) (EOP)
1 BDS GNSS GNSS BDS [1] [2] BDS (GEO) (IGSO) (MEO) GEO MEO BDS BDS ICD (Interface Control Document) [2] [2, 3] GPS WAAS (Wide Area Augme
33 1 Vol. 33, No. 1 2015 2 PROGRESS IN ASTRONOMY Feb., 2015 doi: 10.3969/j.issn.1000-8349.2015.01.07 BDS 1,2 1 1 3 3 3 1,2 3 1 (1. 200030 2. 100049 3. 100094) BDS BDS ( ICD ) DOP GEO BDS 50% 60% P173 A
MHz 10 MHz Mbps 1 C 2(a) 4 GHz MHz 56 Msps 70 MHz 70 MHz 23 MHz 14 MHz 23 MHz 2(b)
2011 32 ANNALS OF SHANGHAI OBSERVATORY ACADEMIA SINICA No. 32, 2011 1,2,3 1 2,3 2,3 2,3 2 1 1 ( 1. 200030 2. 100094 3. 100094 ) V474 1 (CEI) ( VLBI ), CEI 100 nrad ( 50 km) CEI 10 100 km 2 2 2 CEI [1]
[1] Nielsen [2]. Richardson [3] Baldock [4] 0.22 mm 0.32 mm Richardson Zaki. [5-6] mm [7] 1 mm. [8] [9] 5 mm 50 mm [10] [11] [12] -- 40% 50%
38 2 2016 4 -- 1,2, 100190, 100083 065007 -- 0.25 mm 2.0 mm d 10 = 0.044 mm 640 3 300. Richardson--Zaki,,, O359 A doi 10.6052/1000-0879-15-230 EXPERIMENTAL STUDY OF FLUID-SOLID TWO-PHASE FLOW IN A VERTICAL
[9] R Ã : (1) x 0 R A(x 0 ) = 1; (2) α [0 1] Ã α = {x A(x) α} = [A α A α ]. A(x) Ã. R R. Ã 1 m x m α x m α > 0; α A(x) = 1 x m m x m +
2012 12 Chinese Journal of Applied Probability and Statistics Vol.28 No.6 Dec. 2012 ( 224002) Euclidean Lebesgue... :. : O212.2 O159. 1.. Zadeh [1 2]. Tanaa (1982) ; Diamond (1988) (FLS) FLS LS ; Savic
SVM OA 1 SVM MLP Tab 1 1 Drug feature data quantization table
38 2 2010 4 Journal of Fuzhou University Natural Science Vol 38 No 2 Apr 2010 1000-2243 2010 02-0213 - 06 MLP SVM 1 1 2 1 350108 2 350108 MIP SVM OA MLP - SVM TP391 72 A Research of dialectical classification
Vol. 22 No. 4 JOURNAL OF HARBIN UNIVERSITY OF SCIENCE AND TECHNOLOGY Aug GPS,,, : km, 2. 51, , ; ; ; ; DOI: 10.
22 4 2017 8 Vol. 22 No. 4 JOURNAL OF HARBIN UNIVERSITY OF SCIENCE AND TECHNOLOGY Aug. 2017 150080 GPS,,, : 27. 36 km, 2. 51, 110. 43, ; ; ; ; DOI: 10. 15938 /j. jhust. 2017. 04. 015 U469. 13 A 1007-2683
Dan Buettner / /
39 1 2015 1 Vol. 39 No. 1 January 2015 74 Population Research 80 + /60 + 90 + 90 + 0 80 100028 Measuring and Comparing Population Longevity Level across the Regions of the World Lin Bao Abstract Appropriate
Microsoft Word - 03-李敏-new.doc
2015 年 4 月 卫 星 导 航 April 2015 第 3 卷 第 1 期 Journal of Satellite Navigation Vol. 3 No. 1 前 沿 技 术 基 于 北 斗 系 统 的 大 气 可 降 水 量 反 演 研 究 李 敏 李 文 文 ( 武 汉 大 学 卫 星 导 航 定 位 技 术 研 究 中 心, 武 汉,430079) 摘 要 : 北 斗 卫 星 导
) & ( +,! (# ) +. + / & 6!!!.! (!,! (! & 7 6!. 8 / ! (! & 0 6! (9 & 2 7 6!! 3 : ; 5 7 6! ) % (. ()
! # % & & &! # % &! ( &! # )! ) & ( +,! (# ) +. + / 0 1 2 3 4 4 5 & 6!!!.! (!,! (! & 7 6!. 8 / 6 7 6 8! (! & 0 6! (9 & 2 7 6!! 3 : ; 5 7 6! ) % (. () , 4 / 7!# + 6 7 1 1 1 0 7!.. 6 1 1 2 1 3
Ζ # % & ( ) % + & ) / 0 0 1 0 2 3 ( ( # 4 & 5 & 4 2 2 ( 1 ) ). / 6 # ( 2 78 9 % + : ; ( ; < = % > ) / 4 % 1 & % 1 ) 8 (? Α >? Β? Χ Β Δ Ε ;> Φ Β >? = Β Χ? Α Γ Η 0 Γ > 0 0 Γ 0 Β Β Χ 5 Ι ϑ 0 Γ 1 ) & Ε 0 Α
,!! #! > 1? = 4!! > = 5 4? 2 Α Α!.= = 54? Β. : 2>7 2 1 Χ! # % % ( ) +,. /0, , ) 7. 2
! # %!% # ( % ) + %, ). ) % %(/ / %/!! # %!! 0 1 234 5 6 2 7 8 )9!2: 5; 1? = 4!! > = 5 4? 2 Α 7 72 1 Α!.= = 54?2 72 1 Β. : 2>7 2 1 Χ! # % % ( ) +,.
1 119 Clark 1951 Martin Harvey a 2003b km 2
30 1 118 ~ 131 2014 3 EARTHQUAKE RESEARCH IN CHINA Vol. 30 No. 1 Mar. 2014 2014 30 1 118 ~ 131 650224 6 GIS - 2013 3 3 5. 5 0. 89 1001-4683 2014 01-118-14 P315 A 0 1481 20 500 6. 5 2012 1991 2012 10 1
增 刊 谢 小 林, 等. 上 海 中 心 裙 房 深 大 基 坑 逆 作 开 挖 设 计 及 实 践 745 类 型, 水 位 埋 深 一 般 为 地 表 下.0~.7 m 场 地 地 表 以 下 27 m 处 分 布 7 层 砂 性 土, 为 第 一 承 压 含 水 层 ; 9 层 砂 性 土
第 34 卷 增 刊 岩 土 工 程 学 报 Vol.34 Supp. 202 年. 月 Chinese Journal of Geotechnical Engineering Nov. 202 上 海 中 心 裙 房 深 大 基 坑 逆 作 开 挖 设 计 及 实 践 谢 小 林 2 2, 翟 杰 群, 张 羽, 杨 科, 郭 晓 航, 贾 坚 (. 同 济 大 学 建 筑 设 计 研 究 院 (
! # % & ( & # ) +& & # ). / 0 ) + 1 0 2 & 4 56 7 8 5 0 9 7 # & : 6/ # ; 4 6 # # ; < 8 / # 7 & & = # < > 6 +? # Α # + + Β # Χ Χ Χ > Δ / < Ε + & 6 ; > > 6 & > < > # < & 6 & + : & = & < > 6+?. = & & ) & >&
mm ~
16 3 2011 6 Vol 16 No 3 JOURNAL OF HARBIN UNIVERSITY OF SCIENCE AND TECHNOLOGY Jun 2011 1 2 3 1 150040 2 150040 3 450052 1 3 4 > 1 ~ 3 > > U414 A 1007-2683 2011 03-0121- 06 Shrinkage Characteristics of
, & % # & # # & % & + # & # # # & # % #,
! # #! % # & # & & ( ( # ) % , & % # & # # & % & + # & # # # & # % #, # % % # % # ) % # % % # % # # % # % # + # % ( ( # % & & & & & & % & & # % # % & & % % % . % # / & & # 0 ) & # % & % ( # # & & & # #
例15
cos > g g lim lim cos lim lim lim g lim ) ) lim lim g ) cos lim lim lim 3 / ) ) y, ) ) y o y y, ) y y y) y o y) ) e, ), ) y arctan y y Ce y) C y ) e y) y ) e g n www.tsinghuatutor.com [ g ] C k n n) n
~ ~ ~
36 4 2015 385 ~ 397 The Chinese Journal for the History of Science and Technology Vol. 36 No. 4 2015 1951 ~ 1956 100049 100190 1951 ~ 1966 1951 ~ 1956 N092 P62-092 A 1673-1441 2015 04-0385-13 1951 ~ 1966
2 2011 (1) (2) 2010 3 18 2010 3 31 2010 5 19 2010 8 29 (3) /X C L (4) 2010 11 65 m 3 (5) 2010 3 19 2010 9 3 2010 9 10 2010 10 29 2.1.2 ( ) (1) (CE-2)
2011 32 ANNALS OF SHANGHAI OBSERVATORY ACADEMIA SINICA No. 32, 2011 2010 ( 200030 ) 2010 P112,G31 1 2010 65 m VLBI VLBI ( ) 2010 158 SCI 53 SCI 455 2010 22 268 ( ) 10 083 11 234 951, 6 (Gerhard Boerner)
! Ν! Ν Ν & ] # Α. 7 Α ) Σ ),, Σ 87 ) Ψ ) +Ε 1)Ε Τ 7 4, <) < Ε : ), > 8 7
!! # & ( ) +,. )/ 0 1, 2 ) 3, 4 5. 6 7 87 + 5 1!! # : ;< = > < < ;?? Α Β Χ Β ;< Α? 6 Δ : Ε6 Χ < Χ Α < Α Α Χ? Φ > Α ;Γ ;Η Α ;?? Φ Ι 6 Ε Β ΕΒ Γ Γ > < ϑ ( = : ;Α < : Χ Κ Χ Γ? Ε Ι Χ Α Ε? Α Χ Α ; Γ ;
% %! # % & ( ) % # + # # % # # & & % ( #,. %
!!! # #! # % & % %! # % & ( ) % # + # # % # # & & % ( #,. % , ( /0 ) %, + ( 1 ( 2 ) + %, ( 3, ( 123 % & # %, &% % #, % ( ) + & &% & ( & 4 ( & # 4 % #, #, ( ) + % 4 % & &, & & # / / % %, &% ! # #! # # #
第一章 绪论
1-1 1-1 1-5 0.05 1-6 1 60mm 1.5W/(m K) 5-5 m C 1-7 1cm, 0 m 1.04W/(m K) C C 50 50 4.09 10 kj/kg C 1-9 =69 C f =0 w C =14mm d 80mm 8.5W 1-11 10mm 0 C 85 C ( ) 175 W m K 1mm 1-14 T0 0K T = w 50K ε = 0. 7
-2 4 - cr 5 - 15 3 5 ph 6.5-8.5 () 450 mg/l 0.3 mg/l 0.1 mg/l 1.0 mg/l 1.0 mg/l () 0.002 mg/l 0.3 mg/l 250 mg/l 250 mg/l 1000 mg/l 1.0 mg/l 0.05 mg/l 0.05 mg/l 0.01 mg/l 0.001 mg/l 0.01 mg/l () 0.05 mg/l
22期xin
中 国 农 学 通 报 0,0():86-90 Chinese Agricultural Science Bulletin SH 系 矮 砧 苹 果 园 节 水 灌 溉 比 较 高 敬 东, 王 骞, 蔡 华 成, 李 春 燕, 杨 廷 桢 ( 山 西 省 农 科 院 果 树 研 究 所, 山 西 太 谷 0085) 摘 要 : 为 了 研 究 出 一 套 适 宜 山 西 省 自 然 条 件 的 SH
!! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /.
! # !! # % & ( )!!! # + %!!! &!!, # ( + #. ) % )/ # & /. #! % & & ( ) # (!! /! / + ) & %,/ #! )!! / & # 0 %#,,. /! &! /!! ) 0+(,, # & % ) 1 # & /. / & %! # # #! & & # # #. ).! & #. #,!! 2 34 56 7 86 9
CMOS线性响应测试
应 用 CMOS 高 亮 度 天 文 测 光 CMOS-based High Intensity Photometry in Astronomy 项 目 完 成 人 : 童 仲 毅 俞 雯 萱 田 哲 毅 指 导 老 师 : 林 岚 杭 高 天 文 台 二 〇 一 一 年 八 月 II 摘 要 本 课 题 基 于 人 造 星 点 测 光 实 验 和 验 证 性 天 文 拍 摄 实 验, 旨 在 探
2014 6 No. 6 2014 Journal of Sichuan University Social Science Edition 195 Sum No. 195 610064 K26 A 1006-0766 2014 06-0031-13 1 20 2 3 4 1971 1 7 2004 171 2 2006 44 3 1994 6-9 31-36 4 1 51 336-337 31 195
1 GIS 95 Y = F y + (1 F) (1) 0 0 Y0 kg/hm 2 /day F y 0 y c kg/hm 2 /day [12] y m 20 kg/hm 2 /hour Y = cl cn ch G [ F( y ) T m yo + (2) (1 F)(
24 1 Vol.24 No.1 94 2008 1 Transactions of the CSAE Jan. 2008 2008 1 100094 2 100035 3 100081 4 100081 5 100101 GIS ( ) 65.12 16.82 13.74 15.27 11.07 t/(hm 2 a) 10.93% 41.43% 46.93% 65.4%. Bi Jiye, Zhu
p
49 2 Vol 49 No 2 2016 3 Journal of Jiangxi Normal University Social Sciences Mar 2016 200042 341000 1936 1949 K262 9 A 1000-579 2016 02-0136 - 13 On the Salaries of Staffs in County Judicial Department
!!! #! )! ( %!! #!%! % + % & & ( )) % & & #! & )! ( %! ),,, )
! # % & # % ( ) & + + !!! #! )! ( %!! #!%! % + % & & ( )) % & & #! & )! ( %! ),,, ) 6 # / 0 1 + ) ( + 3 0 ( 1 1( ) ) ( 0 ) 4 ( ) 1 1 0 ( ( ) 1 / ) ( 1 ( 0 ) ) + ( ( 0 ) 0 0 ( / / ) ( ( ) ( 5 ( 0 + 0 +
successful and it testified the validity of the designing and construction of the excavation engineering in soft soil. Key words subway tunnel
2011 11 11 158 JOURNAL OF RAILWAY ENGINEERING SOCIETY Nov 2011 NO. 11 Ser. 158 1006-2106 2011 11-0104 - 08 1 2 1. 200048 2. 200002 < 20 mm 2 1 788 TU470 A Design and Construction of Deep Excavation Engineering
11 : 1345,,. Feuillebois [6]. Richard Mochel [7]. Tabakova [8],.,..,. Hindmarsh [9],,,,,. Wang [10],, (80 µm),.,. Isao [11]. Ismail Salinas [12],. Kaw
1344 E 2006, 36(11): 1344~1354 * ** (, 100022).,.,.,.,....,,,,,,,.,.,.,,,.,. Hayashi [1] :., [2] [3~5],,.,,.,. : 2006-03-22; : 2006-06-17 * ( : 50376001) ( : G2005CB724201) **, E-mail: [email protected]
Fig. 1 Frame calculation model 1 mm Table 1 Joints displacement mm
33 2 2011 4 ol. 33 No. 2 Apr. 2011 1002-8412 2011 02-0104-08 1 1 1 2 361003 3. 361009 3 1. 361005 2. GB50023-2009 TU746. 3 A Study on Single-span RC Frame Reinforced with Steel Truss System Yuan Xing-ren
,,,,,,,,,,1861 12 ; (),,,,,,,, 1862,1864 8,,() () () () () () (), :,,,,,,,,,,,,,,,, 95 %,, 1.,,, 20 (1838 ) (1873 ),1 1 1953 1953 18731953 ( ) 54440 3
() FUDAN JOURNAL (Social Sciences) 2000 5 No. 5 2000 ( 200433) [] [ ],,,, [] K254 C921 [] A [ ] 0257 0289(2000) 05 0033 012 The Effect of the War of the Taiping Heavenly Kingdom On the Population of Zhejiang
B = F Il 1 = 1 1 φ φ φ B = k I r F Il F k I 2 = l r 2 10 = k 1 1-7 2 1 k = 2 10-7 2 B = ng Il. l U 1 2 mv = qu 2 v = 2qU m = 2 19 3 16. 10 13. 10 / 27 167. 10 5 = 5.0 10 /. r = m ν 1 qb r = m ν qb
! # %& ( %! & & + %!, ( Α Α Α Α Χ Χ Α Χ Α Α Χ Α Α Α Α
Ε! # % & ( )%! & & + %!, (./ 0 1 & & 2. 3 &. 4/. %! / (! %2 % ( 5 4 5 ) 2! 6 2! 2 2. / & 7 2! % &. 3.! & (. 2 & & / 8 2. ( % 2 & 2.! 9. %./ 5 : ; 5. % & %2 2 & % 2!! /. . %! & % &? & 5 6!% 2.
km km mm km m /s hpa 500 hpa E N 41 N 37 N 121
32 2 2014 4 Journal of Arid Meteorology Vol. 32 No. 2 Apr 2014. 08. 03 J. 2014 32 2256-262 LU Guirong WANG Wen YU Huaizhenget al. The Influence of Damrey Typhoon on 08. 03 Rainstorm Process in Rizhao of
Fig. 1 1 The sketch for forced lead shear damper mm 45 mm 4 mm 200 mm 25 mm 2 mm mm Table 2 The energy dissip
* - 1 1 2 3 1. 100124 2. 100124 3. 210018 - ABAQUS - DOI 10. 13204 /j. gyjz201511033 EXPERIMENTAL STUDY AND THEORETICAL MODEL OF A NEW TYPE OF STEEL-LEAD DAMPING Shen Fei 1 Xue Suduo 1 Peng Lingyun 2 Ye
Ρ Τ Π Υ 8 ). /0+ 1, 234) ς Ω! Ω! # Ω Ξ %& Π 8 Δ, + 8 ),. Ψ4) (. / 0+ 1, > + 1, / : ( 2 : / < Α : / %& %& Ζ Θ Π Π 4 Π Τ > [ [ Ζ ] ] %& Τ Τ Ζ Ζ Π
! # % & ( ) + (,. /0 +1, 234) % 5 / 0 6/ 7 7 & % 8 9 : / ; 34 : + 3. & < / = : / 0 5 /: = + % >+ ( 4 : 0, 7 : 0,? & % 5. / 0:? : / : 43 : 2 : Α : / 6 3 : ; Β?? : Α 0+ 1,4. Α? + & % ; 4 ( :. Α 6 4 : & %
2 2015 VLBI VLBI VLBI 2.2 2.2.1 (Annual Review of Astronomy and Astrophysics, ARA&A) 20 (Fermi bubble) (active galactic nuclei, AGN) AGN AGN X BL Lac
2015 36 Annals of Shanghai Astronomical Observatory, CAS No. 36, 2015 2014 ( 200030) 2014 P112, G31 1 2014 2014 169 672 28 540 2014 300 5 SCI EI 170 44 SCI 1042 744 262 2014 40 10 30 VLBI 5 2 2.1 2014
2 2010 5 b) 350 /t 3 4 300 /t 3.1 126.0 /m 2 30 cm 6 mm 138.9 /m 2 8 mm 148.9 /m 2. a) c) 172.3 /m 2. b) c) 2 d) 3.2 a) ( 2) P i (100 kn) N s 16 N s =
5 ( 206 ) No.5 2010 10 SHANXI SCIENCE & TECHNOLOGY of COMMUNICATIONS Oct. 030006 U416.216 B 1006-3528(2010)05-0001-07 ( 2 400 /t) 6.30( /m 2 cm) ( 4 000 /t) 8.26( /m 2 cm) (SBS 5 300 /t) 9.20( /m 2 cm)
., /,, 0!, + & )!. + + (, &, & 1 & ) ) 2 2 ) 1! 2 2
! # &!! ) ( +, ., /,, 0!, + & )!. + + (, &, & 1 & ) ) 2 2 ) 1! 2 2 ! 2 2 & & 1 3! 3, 4 45!, 2! # 1 # ( &, 2 &, # 7 + 4 3 ) 8. 9 9 : ; 4 ), 1!! 4 4 &1 &,, 2! & 1 2 1! 1! 1 & 2, & 2 & < )4 )! /! 4 4 &! &,
untitled
f ( ) tan e, > = arcsin a = ae, a = tan e tan lim f ( ) = lim = lim =, arcsin + + + lim f = lim ae = a, y e ( ) =
4= 8 4 < 4 ϑ = 4 ϑ ; 4 4= = 8 : 4 < : 4 < Κ : 4 ϑ ; : = 4 4 : ;
! #! % & ( ) +!, + +!. / 0 /, 2 ) 3 4 5 6 7 8 8 8 9 : 9 ;< 9 = = = 4 ) > (/?08 4 ; ; 8 Β Χ 2 ΔΔ2 4 4 8 4 8 4 8 Ε Φ Α, 3Γ Η Ι 4 ϑ 8 4 ϑ 8 4 8 4 < 8 4 5 8 4 4
:,; ;, ( ) 25,, 80 90, 90,,,,,,, ( ), ( ), %,, , ,, ( ),,, ;,,,,,,,,,, ( ) , , 3395,3400, 20 % 30 %,
2005 12 3 ( 100101 ;) ( 100101) :,,,,,,,, : 20,, 20 90,,,,,,,,,,,,,,,,,,,, 3 Urban China Research Network (UCRN) in Albany, New York,,Scott Rozelle,,,, 45 :,; ;, ( ) 25,, 80 90, 90,,,,,,, ( ), ( ), 2003
10 ( ) ( ) [5] 1978 : [1] (P13) [6] [1] (P217) [7] [1] (P19) : : [1] [4] (P1347) (P18) 1985 : [1] (P343) 1300 : [1] (P12) 1984 :
27 3 ( ) Vol.27 No.3 2010 5 Journal of Shenzhen University (Humanities & Social Sciences) May 2010 ( 518060) : ; : ; : ; ; ; ; : F 127.9 :A :1000-260X(2010)03-0009-13 30 [2] : [2] (P381) 1979 : : [3] :1978
32 3 2013 263 274 Studies in the History of Natural Sciences Vol. 32 No. 3 2013 100190 N092 A 1000-1224 2013 03-0263-12 0 1 1 1999 1939 1964 30 200 264 32 1 1 1 2011 6 3 265 1 1 2008 1 266 32 2 1 1976
1556 地 理 科 学 进 展 30 卷 他 关 于 农 村 住 房 结 构 与 抗 震 性 能 的 研 究, 则 多 是 从 工 程 抗 灾 的 角 度, 研 究 某 种 构 造 类 型 的 房 屋, 力 图 找 到 传 统 房 屋 的 结 构 失 误 和 新 建 房 屋 中 存 在 的 问 [
第 30 卷 第 12 期 2011 年 12 月 地 理 科 学 进 展 PROGRESS IN GEOGRAPHY Vol.30, No.12 Dec., 2012 中 国 农 村 地 区 住 房 结 构 的 区 域 差 异 及 其 影 响 因 素 1, 2, 李 方 一 3 1,, 高 晓 路 2 2, 王 英 杰 (1. 中 国 科 学 院 区 域 可 持 续 发 展 分 析 与 模 拟 重
Microsoft Word - 201506定版
56 Chinese Journal of Library and Information Science for Traditional Chinese Medicine Dec. 2015 Vol. 39 No. 6 综 述 中 医 药 学 语 言 系 统 研 究 综 述 于 彤, 贾 李 蓉, 刘 静, 杨 硕 *, 董 燕, 朱 玲 中 国 中 医 科 学 院 中 医 药 信 息 研 究 所,
01-0982.doc
第 32 卷 第 7 期 岩 土 工 程 学 报 Vol.32 No.7 2010 年 7 月 Chinese Journal of Geotechnical Engineering July 2010 沿 海 碎 石 回 填 地 基 上 高 能 级 强 夯 系 列 试 验 对 比 研 究 年 廷 凯 1,2, 水 伟 厚 3, 李 鸿 江 4, 杨 庆 1,2, 王 玉 立 (1. 大 连 理 工
/ Ν #, Ο / ( = Π 2Θ Ε2 Ρ Σ Π 2 Θ Ε Θ Ρ Π 2Θ ϑ2 Ρ Π 2 Θ ϑ2 Ρ Π 23 8 Ρ Π 2 Θϑ 2 Ρ Σ Σ Μ Π 2 Θ 3 Θ Ρ Κ2 Σ Π 2 Θ 3 Θ Ρ Κ Η Σ Π 2 ϑ Η 2 Ρ Π Ρ Π 2 ϑ Θ Κ Ρ Π
! # #! % & ( ) % # # +, % #. % ( # / ) % 0 1 + ) % 2 3 3 3 4 5 6 # 7 % 0 8 + % 8 + 9 ) 9 # % : ; + % 5! + )+)#. + + < ) ( # )# < # # % 0 < % + % + < + ) = ( 0 ) # + + # % )#!# +), (? ( # +) # + ( +. #!,
[29] a N d N b 2 d sin θ N b ФФ a b Ф Ф θ θ a b Fig.1 Working principle demonstration of a phased-array antenna θ
1/(cos cos ) 1 X X 20130576 863 2007AA061901 1988E [email protected] [29] a N d N b 2 d sin θ N b ФФ a b Ф Ф θ θ a b Fig.1 Working principle demonstration of a phased-array antenna θ B A B 1
, ( 6 7 8! 9! (, 4 : : ; 0.<. = (>!? Α% ), Β 0< Χ 0< Χ 2 Δ Ε Φ( 7 Γ Β Δ Η7 (7 Ι + ) ϑ!, 4 0 / / 2 / / < 5 02
! # % & ( ) +, ) %,! # % & ( ( ) +,. / / 01 23 01 4, 0/ / 5 0 , ( 6 7 8! 9! (, 4 : : ; 0.!? Α% ), Β 0< Χ 0< Χ 2 Δ Ε Φ( 7 Γ Β Δ 5 3 3 5 3 1 Η7 (7 Ι + ) ϑ!, 4 0 / / 2 / 3 0 0 / < 5 02 Ν!.! %) / 0
通 过 厂 变 带 电, 这 种 设 计 减 少 了 机 组 自 带 厂 用 电 负 荷 能 力, 降 低 了 锅 炉 满 足 FCB 时 最 低 稳 燃 工 况, 同 时 造 成 燃 烧 调 整 量 加 大 本 电 厂 在 FCB 试 验 时, 电 泵 不 联 启, 始 终 保 持 汽 泵 运 行
火 电 机 组 小 岛 运 行 工 况 分 析 刘 伟 东 方 电 气 股 份 有 限 公 司, 成 都 610036 摘 要 : 目 前 执 行 的 对 外 火 电 工 程 合 同 中, 不 管 装 机 大 小, 大 部 分 都 要 求 机 组 验 收 时 完 成 小 岛 运 行 试 验 ( 即 FCB 或 House load operation), 并 作 为 重 要 的 验 收 条 件 基
33 3 2014 285 297 Studies in the History of Natural Sciences Vol. 33 No. 3 2014 210008 N092 P1-092 A 1000-0224 2014 03-0285-13 0 1437 ~ 1442 1 1261 1931 1 2 2014-03-12 2014-05-09 1943 1971 11020302 286
