写真測量
Online ISSN : 1884-3980
Print ISSN : 0549-4451
ISSN-L : 0549-4451
2 巻, 1 号
選択された号の論文の9件中1~9を表示しています
  • 杉浦 邦朗
    1963 年 2 巻 1 号 p. 1-7,40
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
    Nautical chart, as an instrument of navigation, must be kept up to date insure the safety of navigation. Particularly our effort is devoted to the maintenances of the large-scale charts. The photogrammetric procedures in the hydrographic survey or coastal mapping have been developed over the last several years against this background of large-scale charts. Then, many researches on these hydrographic photogrammetry are carried out at hydrographic office, university, on government organization in several states. Applications of photogrammetry to these new fields are briefly reviewed in this paper.
  • 高田 弘, 宮本 正三
    1963 年 2 巻 1 号 p. 8-12
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
    All of the current methods have these main more defects. They are not precise and requires much time and money.
    The photographic methods which have been used hither to requires large quantities of data, but these methods are extremely difficult to assemble and analyze.
    The continuous strip photography method is expected to provide us with the system of abtaining of both the data basic speed and volume simultaneously and of gathering them for an entire survey-area.
    The next four methods of continuous strip photography were applied to the Japanese road in making this report.
    (1) The influence of alignment upon L.
    L: Distance vehicle has moved in the airbase.
    (2) Relation between vehicle speed and spacing in the slope distance.
    (3) The influence of the height of the road upon vehicle speed and spacing.
    (4) Additional errors which occur in the tilt flight.
    In making this survey, the national road No. 134 between Fujisawa and Shonanoohashi, which is 5 km long, was chosen.
    The aerial photograph was taken at 10 : 50 a.m. on August 5, 1960.
  • 尾崎 幸男
    1963 年 2 巻 1 号 p. 13-22
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
    Conformal transformation has been applied for the adjustment of aerotriangulation in the past and recently adopted in the official specification for large scale mapping called “The National Large Scale Mapping Project”, in Japan, because its favourable results has been recognized from our experience.
    The theoretical investigation on the conformal transformation together with the study on the characteristics of the error in aerotriangulation, is dealts in this paper to make clear the relation betwen them.
    The conditions under which we are carrying out aerotriangulation in Japan, are assumed for the basic ground of the discusssions; that is; (i) requirements of higher accuracy on aerotriangulation for large scale mapping up to 1: 1, 000, (ii) relatively short strips, normally less than 15 modells, (iii) relatively dense controll networks; one trig, point in every 2 or 4 km (iv) rather steep terrain relief, hight relief more than 25 % of flight hight is not seldom, even up to 40 % are experienced smaller scale.
    We concentrate to the accidental errors only for the moment, which are assumed to be caused mostly from the modell connection, and these deformation of modells can be considered as equivalent to the connective transformation mathematically.
    Also This transformation must fulfil the Cauchy's conditions (3) at the same time, and it is nothing else but the conformal transformation, which can be considered as the combinations of rotation, dilatation or scale change and parallel displacement when infinitesimal parcells are taken into consideration.
    The following mathematical features of the conformal trans formation shall be recognized as the advantages ; that is; (i) similarity of infinitesimal parcells and possibility of eliminating the residual errors after adjustment by rotation and scale change model by model at the time of plotting, (ii) orthogonality, which makes the least square computations very simple as given at (1) for the first order and (11), (12), (13) for the second order transformations, (iii) higer freedom caused from the least number of parameters, which gives the higher accuracy and less the number of neccessarry control points. The practical use of the conformal transformation is shown at fig 4.
    It is sometime pointed ont that the second order conformal tansformation has the term y2 and it is meaningless because it can be neglected compared with other terms; but we consider as follows.
    The second order conformal tranformation are characterized by two groups of hyperbolla which are orthgonal to each other. The eccentricity of hyperbolla is aways greater than 1, and eccentricity of straight line can be considered as ∞ The curves, which were originally straight lines and deformed by the errors, shall conserve the characteristics of straight lines as possible. And as far as we consider the eccentricity of curves, the hyperbola is more favorable than parabola which has the eccentricity just equal to 1.
    Many investigations on the errors of aerotriangulation gives the results equal to the conformal transformation, thoug they reem quite different apparently. Some of them has heen derived from the discussion along the strip axis, or infinitesimal narrow strips. And we can get the conformal transformation by extending these results outside of the axis applying the analytical connection on theory of complex functions.
    The above discussions are based on some physical and mathematical considerations. Another approach may be possible starting from the Tailor's series, but it seems to be difficult to give any physical or practical meaning nor to prove the possibility of expanding the accidental errors into normal Tailor's series.
  • 大橋 弥太郎
    1963 年 2 巻 1 号 p. 23-26
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
    At the opening of practical SEG. V orientation work, it may be useful to check errors being in control points with some unique techniques, and to have the most efficient orientation procedures given with polynomials systimatically. In this papers some situations will be discussed with proper distribution of control points.
  • 1963 年 2 巻 1 号 p. 26
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
  • 阿部 政弘
    1963 年 2 巻 1 号 p. 27-30
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
    近時測量の請負契約の量が各種公共事業の推進に伴って著しく増大した。しかもこの請負契約はその殆どが航空写真測量である。従って適切な作業計画の立案と, 作業の遂行には民間測量業の保有する人員, 器材の保有量とその性能の調査は欠くことのできないものである。本文は国内における如上の要求を満すために草したものである。本年の測量法の改正に新たに測量業を規定し, 測量業を営む者を測量法の中にとり入れた。この改正によれば測量業を営む者は必ず登録をしなければならない。また登録の添付書類を測量法で規定し, 様式は建設省令で定めた。
    本文は総計表として, 登録された測量業の提出した添付書類を分析して, 測量業の総数, 測量士, 測量士補の数, 昭和36年度実施金額, 撮影用航空機, 撮影用カメラ, 図化機, トランシット, レベル, コンパレーター, 偏歪修正機等について, その保有数, 名称等について集計したものである。なお, この調査の必要性と調査の根拠も述べてある。
  • ―誤差 (2) ―
    村岡 一男
    1963 年 2 巻 1 号 p. 31-40
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
  • 1963 年 2 巻 1 号 p. 42-45
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
  • 1963 年 2 巻 1 号 p. 46-48
    発行日: 1963/01/01
    公開日: 2010/03/19
    ジャーナル フリー
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