Рекомендуемая категория для самостоятельной подготовки:
Дипломная работа*
| Код |
195653 |
| Дата создания |
24 июня 2017 |
| Страниц |
93
|
Мы сможем обработать ваш заказ (!) 27 апреля в 12:00 [мск] Файлы будут доступны для скачивания только после обработки заказа.
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Описание
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Содержание
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Введение
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Фрагмент работы для ознакомления
Чем же отличается геодезическое позиционирование в процессе строительства газопровода от обычной исполнительной съемки по завершении работ? Во-первых, точностью. Все работы по геодезическому позиционированию производятся только современными приборами - спутниковыми приемниками геодезического класса, электронными тахеометрами. Измерения производятся относительно пунктов государственной сети. Во-вторых, сохранностью вновь заложенных вдоль газопровода пунктов геодезической сети на протяжении всего срока службы газопровода. В-третьих, представлением полученных данных в электронном виде, как в таблицах, так и в графическом виде в ГИС. Таким образом, очевидно, что развитие технологии исполнительной съемки заключается в использовании приборов более высокого класса точности. В качестве решения поставленной задачи рекомендуется использовать лазерное сканирование на каждом этапе проведения работ, включая близлежащие объекты, а также определяя точное расстояние между перпендикуляром из центра окружности сечения трубы до близлежащих объектов.Исполнительная съемка сложных промышленных объектов традиционными методами требует больших трудозатрат (иногда просто противоречащих здравому смыслу) на этапе полевых измерений. Кроме того, при использовании таких методов совсем не редки ситуации, когда отдельные измерения оказываются пропущенными или их качество вызывает вопросы. Обнаруживается это лишь на этапах камеральной обработки и, как следствие, спустя много времени возникает необходимость в повторных измерениях на объекте. Всё это приводит к очевидным отрицательным результатам: удорожанию проекта, срыву сроков выполнения работ и непрогнозируемому качеству результатов. Чем больше и сложнее объект съемки, тем выше вероятность возникновения таких ситуаций.2.2. Выполнение топографической съемки и определение координат межевых знаковПри производстве топографо-геодезических работ использовались следующие инструменты: Таблица 1. Инструментальное обеспечение топографо-геодезических работ№Наименование инструментаСвидетельство о поверкеСрок действия свидетельства1Приёмник ГНСС геодезический SOUTHS82-VЗаводской номер: V1382768285№206361до 04.09.20152Приёмник ГНСС геодезический SOUTHS82-VЗаводской номер: V1382783690GM№035377до 30.01.20163Тахеометр электронный SOKKIASET 630RЗаводской номер: 158496№3428до 18.12.2015Координаты и высоты пунктов опорной геодезической сети определялись с применением глобальной навигационной спутниковой системы GPS/ГЛОНАСС методом построения сети независимым определением линий (приложение 3). Сеть создавалось с использованием спутниковой геодезической аппаратуры – двух 220-ти канальных двухчастотных приемников GPS/ГЛОНАСС/SBAS/GalileoSouth S82-V.Точность (по паспорту) определения в плане ±3мм+0.5 ppm.Точность (по паспорту) определения по высоте ±5мм+0.5 ppm.Наблюдения производились в режиме «статика» со временем стояния на пунктах ГГС 40 мин. Планировались сессии полевых наблюдений для определения времени, когда наиболее минимальны PDOP (наилучшее время наблюдений) и время перерывов (PDOP > 4 или менее четырех спутников).Обработка GPS-измерений производилась в программном комплексе South GPS Processor (идет в комплекте поставки GNSS приемников компании SouthSurveying&Mapping).Съёмочное обоснование построено путём проложения теодолитных ходов от точек GPS01, GPS05, GPS08, GPS09, GPS023, GPS032, GPS035, GPS043, GPS053, определенных спутниковыми наблюдениями (приложение 10).Пункты съёмочного обоснования закреплены в натуре деревянными колышками. Постоянные знаки на объекте не устанавливались.НивелированиеХоды технического нивелирования прокладывались между исходными точками GPS01, GPS05, GPS08, GPS09, GPS023, GPS032, GPS035, GPS043, GPS053 (приложение 11). Нивелирование выполнялось в одном направлении. Отсчеты по рейке, установленной на вбитый в землю кол, производилось по средней нити.Тахеометрическая съемка выполнена с точек съёмочного обоснования полярным способом, электронным тахеометром SOKKIASET 630Rс автоматической регистрацией измерений во внутреннюю память.Обработка результатов измерений выполнялась в следующем порядке: экспорт данных из прибора на персональный компьютер, где в программе «CREDO_DAT» производилось вычисление координат и высот набранных пикетов, затем уравненные данные экспортировались в программу NanoCad, где непосредственно производилось построение цифровой модели местности (ЦММ) и отрисовка ситуации.Предельная погрешность топографической съемки в плановом положении изображений предметов и контуров местности с четкими очертаниями относительно ближайших точек съемочной сети не превышают 0,4 мм в масштабе плана. Средние погрешности съемки рельефа относительно ближайших точек геодезического обоснования не превышают 1/3 высоты сечения рельефа. Отметки пикетов вычислялись с точностью до 0.01 м с пунктов съемочной геодезической сети.Местоположение подземных коммуникаций, их направление, глубина залегания и технические характеристики согласованы с эксплуатирующими организациями. Глубина залегания кабелей связи 0.5 - 0.7 м, водопровода 1.6 - 2.1 мПри проведении исполнительной съемки необходимо получить выписку из государственного каталога координат и высотных пунктов с целью создания точек – координат привязки. Данные каталога приведены в таблицах ниже. Выписка из каталога координат и высот пунктов ГГСОбъект:«Газификация жилой зоны поселка»Система координат – МСК67Система высот – Балтийская№№ппНазвание пунктов, тип знака и центраКоординатыВысота над уровнем моря в метрахАбсцисса – Х в метрахОрдината – У в метрах182 п. Верхнеесигн. 3 кл. 30.0 м Центр 148 (0891)321 371.621 257 400.08181.38 М 0891281 Крилловскоесигн. 2 кл. 20.3 м Центр 2 оп (3256)320 312.741 253 587.17176.13 М 3256383 Андреевосигн. 3 кл. 30.4 м Центр 148 (0405)320 727.391 263 037.66181.69 М 0405497 Елисеевскоесигн. 3 кл. 16.0 м Центр 53 (6766)324 868.641 251 509.95186.08 М 6766598 Сосновоесигн 3 кл. 29.9 м Центр 148 (9913)324 195.651 257 135.73179.45 М 9913Сведения о состоянии геодезических пунктов, использованных при производстве работ на объекте:«Газификация жилой зоны поселка»№п/пНазвание пунктов, тип знака и центраСведения о состоянии пунктаРаботы, выполненные по возобновлению внешнего оформленияцентранаружного(сигнала, колпака, окопки)ориентирных пунктов1.82 п. Верхнеесигн. 3 кл. 30.0 м Центр 148 (0891)сохранилсяспилен, хорошеене обследовались-2.81 Крилловскоесигн. 2 кл. 20.3 м Центр 2 оп (3256)сохранилсяспилен, хорошеене обследовались-3.83 Андреевосигн. 3 кл. 30.4 м Центр 148 (0405)сохранилсяспилен, хорошеене обследовались-4.97 Елисеевскоесигн. 3 кл. 16.0 м Центр 53 (6766)сохранилсяспилен, хорошеене обследовались-5.98 Сосновоесигн 3 кл. 29.9 м Центр 148 (9913)сохранилсяспилен, хорошеене обследовались-Допускается закрепление границы межевыми знаками в виде естественных или искусственных предметов, обеспечивающих закрепление поворотной точки границы на период проведения работ (временный межевой знак), или в виде искусственного предмета, закрепленного в земле или твердом покрытии и обеспечивающего постоянство местоположения на местности поворотной точки границы объекта землеустройства после проведения землеустройства долговременный межевой знак). Необходимость установления долговременных межевых знаков определяет заказчик межевания. Он же утверждает тип межевого знака из числа образцов, рекомендуемых исполнителем работ. На межевой знак (знаки), который принадлежит трем и более земельным участкам и при наличии в пределах 40 метров не менее трех четко опознаваемых предметов (элементы зданий, строений, сооружений, опор линий электропередачи и т.п.), составляется абрис.В проведении исполнительной съемки важно опираться на геодезические пункты, сохранность которых далеко не всегда распространяется на длительный период времени, поэтому проведение ознакомления с состоянием качества данных пунктов является обязательным условием для начала работ.Отчет об измерениях, выполненных с применением спутникового ГЛОНАСС/GPS оборудования для получения координат и высот пунктов опорной геодезической сетиProjectSummaryProjectname: 824/1Surveyor: Comment: Linearunit: MetersProjection: Geoid: EGM96 Adjustment Summary Adjustment type: Plane + Height, Minimal constraint Confidence level: 95 % Number of adjusted points: 9Number of plane control points: 5 Number of used GPS vectors: 9A posteriori plane UWE: 0,6329022 , Bounds: ( 0,3349201 , 1,334524 ) Number of height control points: 5 A posteriori height UWE: 3,668246E-02 , Bounds: ( 4,990012E-03 , 4,445721 ) В таблице приведены данные, полученные при применении спутникового оборудования: координаты точки, высота расположения точки, а также относительное искажение при обратном сигнале.Used GPS ObservationsNamedN (m) dE (m) dHt (m) HorizontalPrecision (m) VerticalPrecision (m) GPS01 918,352668,27251,6840,0160,018GPS05 509,948676,88668,9600,0240,023GPS08 912,163821,96890,3930,0230,026GPS09 447,974881,49258,0990,0180,016GPS023 224,070950,15553,3760,0220,018GPS032 791,319663,38072,2750,0220,023GPS035 400,444363,20261,1650,0240,021GPS043 347,358742,07620,1050,0210,026GPS053442,184659,55590,9530,0270,025GPS ObservationResidualsNamedN (m) dE (m) dHt (m) HorizontalPrecision (m) VerticalPrecision (m) GPS01 918,352668,27251,6840,0160,018GPS05 509,948676,88668,9600,0240,023GPS08 912,163821,96890,3930,0230,026GPS09 447,974881,49258,0990,0180,016GPS023 224,070950,15553,3760,0220,018GPS032 791,319663,38072,2750,0220,023GPS035 400,444363,20261,1650,0240,021GPS043 347,358742,07620,1050,0210,026GPS053442,184659,55590,9530,0270,025ControlPointsNameGroundNorthing (m) GroundEasting (m) Elevation (m) Code82 Верхнее321371.621257400.08181.3881 Кирилловское320312.741253587.17176.1383 Андреево320727.391263037.66181.6997 Елисеевское324868.641251509.95186.0898 Сосновое324195.651257135.73179.45AdjustedPointsNameGroundNorthing (m) GroundEasting (m) Elevation (m) CodeGPS01 323279,733 1256586,353 179,410 GPS05 322912,163 1256502,689 174,437 GPS08 323345,297 1256140,870 176,391 GPS09 323350,669 1255824,759 170,924 GPS023 322643,051 1257154,902 173,297 GPS032 322589,318 1257943,705 177,858 GPS035 322170,786 1258076,614 176,395 GPS043 322242,280 1256297,992 176,665 GPS053322495.688 1256764.010 171,857Съемка в контрольных – опорных пунктах проводится отдельно, как полагается нормами СанПин. В целом, погрешность спутникового метода является – минимальной, что отражено в первой части таблицы.Каталог координат и высот пунктов планово-высотного обоснования(1)Система координат – МСК67Система высот - БалтийскаяОбъект: «Газификация жилой зоны поселка».Пункт X Y H 1 2 3 4 Исходные GPS01 323279,7331256586,353179,410GPS05 322912,1631256502,689174,437GPS08 323345,2971256140,870176,391GPS09 323350,6691255824,759170,924GPS023 322643,0511257154,902173,297GPS032 322589,3181257943,705177,858GPS035 322170,7861258076,614176,395GPS043 322242,2801256297,992176,665GPS053322495.6881256764.010171,857Определяемые 02 323170,7711256585,945177,7403 323087,6451256547,364177,0104 323180,6671256416,707175,6806 323229,0241256337,267176,2107 323296,9051256230,248176,10010 323251,9071255962,746172,38011 323196,4901256065,347174,66012 323136,4921256158,984173,79013 323071,7901256258,137173,53014 323019,5811256342,026174,73015 322982,9591256378,576175,14016 322863,9391256597,110175,25017322802.1391256440.931171.54018 322858,2081256666,826175,84019 322855,9101256762,357176,11020 322835,4921256874,339177,04021322824,9721256987,778177,32022322809,7961257093,458176,99Каталог координат и высот пунктов планово-высотного обоснования (2)Система координат – МСК67Система высот - БалтийскаяОбъект: «Газификация жилой зоны поселка».Пункт X Y H 1 2 3 4 Определяемые 024322913.7901257051.723177.82025322591.2101257274.082173.49026322548.2561257352.313175.49027322468.3091257508.212176.56028322407.8531257631.064175.43029322350.0451257741.512175.86030322317.6251257806.775176.17031322430.3921257866.147178.03033322282.4491257860.878176.42034322214.3821257977.364174.29036322317.6791258146.595177,43037322135.1501258164.308176.09038322724.0031256580.251171.91039322733.2781256413.175171.42040322595.8221256372.551175.24041322485.2711256360.602177.28042322354.5361256318.700175.53044322200.8931256505.763176.64045322427.5551256492.913176.54046322519.8761256443.424175.96047322396.5251256564.515176.50048322507.2121256584.442172.89049322320.0231256544.519177.08050322158.1011256709.220177.78051322338.9541256748.368176.04052322418.0121256769.521173.76По результатам спутниковой съемки был определен ряд точек, на основании которых создается планово-высотное обоснование. В данном случае установленные точки типизируются, как «твердые», составляя узловые точки сети, а определяемые «не твердые», поскольку характер их определения – расчетный, согласно данной формуле:h = S∙tgν + f(1)где S – расстояние между точками;f – поправка на кривизнуv – угол, образующийся между отрезком расстояния до измеряемой точки и отрезком от измеряемой точки до ее проекции.Далее приведены ведомости теодолитных ходов, в которых отражены измерение теодолитного хода, включающие измерение угла, определение дирекционного угла, уравнивание расстояний, а также определяемые точки. В данном случае, как мы можем видеть – теодолитный ход носит разомкнутый характер, что определяется характером объекта, не влияя при этом на точность.Дирекционные углы вычисляют, используя начальный дирекционный угол и измеренные углы bi, исправленные поправками db, по формуле:(2)Ведомость и характеристики теодолитных ходовСистема координат – МСК67Система высот - БалтийскаяОбъект:«Газификация жилой зоны поселка».-----------------------------------------------------------------------------------:Ход:: :Пункт: :Изм. Угол: :Дир. Угол: :Изм. :расст.: Урав. :расст.: X: :Y: :----------------------------------------------------------------------------------1 01 323279,733 1256586,353 180°12'53" 108,987 108,963 02 204°40'50" 323170,771 1256585,945 204°53'51" 91,670 91,643 03 280°33'27" 323087,645 1256547,364 305°26'57" 04 2 03 323087,645 1256547,364 305°26'57" 160,411 160,388 04 175°53'25" 323180,667 1256416,707 301°19'48" 93,023 93,001 06 181°03'49" 323229,024 1256337,267 302°23'12" 126,754 126,732 07 176°02'56" 323296,905 1256230,248 298°25'56" 101,659 101,637 08 323345,297 1256140,870 Ведомость и характеристики теодолитных ходовСистема координат – МСК67Система высот - БалтийскаяОбъект:«Газификация жилой зоны поселка».-----------------------------------------------------------------------------------:Ход:: :Пункт: :Изм. Угол: :Дир. Угол: :Изм. :расст.: Урав. :расст.: X: :Y: :3 016 297°03'17" 05 182°38'34" 322912,163 1256502,689 299°42'04" 142,920 142,885 015 195°20'45" 322982,959 1256378,576 315°03'22" 51,772 51,740 014 166°49'58" 323019,581 1256342,026 301°53'47" 98,843 98,809 013 181°13'24" 323071,790 1256258,137 303°07'35" 118,432 118,397 012 179°31'07" 323136,492 1256158,984 302°39'00" 111,244 111,209 011 175°43'14" 323196,490 1256065,347 298°22'27" 116,646 116,610 010 187°12'57" 323251,907 1255962,746 305°35'33" 169,724 169,689 09 323350,669 1255824,759 4 05 322912,163 1256502,689 117°03'17" 106,070 106,023 016 157°38'35" 322863,939 1256597,110 94°41'59" 69,996 69,951 018 176°40'28" 322858,208 1256666,826 91°22'40" 95,603 95,558 019 188°57'00" 322855,910 1256762,357 100°20'00" 113,875 113,828 020 174°57'29" 322835,492 1256874,339 95°17'55" 113,971 113,926 021 182°51'52" 322824,972 1256987,778 98°10'20" 106,810 106,764 022 241°35'19" 322809,796 1257093,458 159°46'18" 177,735 177,705 023 322643,051 1257154,902 -----------------------------------------------------------------------------------Ведомость и характеристики теодолитных ходовСистема координат – МСК67Система высот – БалтийскаяОбъект: «Газификация жилой зоны поселка».----------------------------------------------------------------------------------------------------------------------:Ход:Точки хода:Длина:N :Nb:Fb факт. :Fb доп. :Невязки до уравнивания :Невязки по уравн.дир.: углам: ----------------------------------------------------------------------------------------------------------------------FxFyFs[S]/FsFxFyFs[S]/Fs1 01, 02, 03 200,657 3 2 -0°00'12" 0°01'09" 0,005 0,022 0,022 8947 -0,049 -0,012 0,050 3981 2 03, 04, ..., 08 481,847 5 3 -0°01'11" 0°01'20" -0,123 0,032 0,127 3803 0,048 -0,076 0,090 5367 3 05, 015, ..., 09 809,583 8 7 0°01'17" 0°01'53" 0,166 0,396 0,430 1885 0,134 -0,202 0,242 3345 4 05, 016, ..., 023 784,060 8 6 0°01'17" 0°01'46" -0,087 -0,403 0,413 1900 -0,073 0,277 0,287 2734 Расчет в данной таблице проводился для определения невязки по дирекционным углам. Для этого использован следующий алгоритм. Подсчитывают сумму измеренных углов . Теоретически эта сумма должна быть равна: (3)где n - число измеренных углов. Отличие фактической суммы углов оттеоретической представляет угловую невязку хода:(4)Вычисленную угловую невязку сравнивают с допустимой:.(5)В данной ситуации невязка не должна превышать 0,9 по модулю, таким образом, угловая невязка меньше допустимой, что указывает на доброкачественность угловых измерений и правильность вычислений.После определения невязки координаты точек, определенные с помощью теодолитного хода, складываются в сам ход, описывая уже не конкретную точку, а отрезок. При составлении ведомости ходов определяются так называемые «висячки». Висячки – это теодолитных ход, не опирающийся на обоснование, но допустимый, если его длина не превышает 500метров. В данном случае длина ни одного хода не превышает 500м, что соответственно позволят использовать данные ходы в процессе работ.Ведомость и характеристики теодолитных ходовСистема координат – МСК67Система высот – БалтийскаяОбъект: «Газификация жилой зоны поселка».-------------------------------------------------------------------------------- : Имя : Измеренный : Измерен.: К о о р д и н а т ы : Дирекцион.: Уравнен.: : пункта : угол : линия : X : Y : угол : линия :-------------------------------------------------------------------------------- : Х О Д 1 :GPS053 : 0 0 .0: 77.881: 322495.688:1256764.010:175 56 30.7: 77.872::052 : 199 1 58.0: 81.859: 322418.012:1256769.521:194 58 45.9: 81.839: :051 : 177 13 23.0: 185.061: 322338.954:1256748.368:192 12 50.2: 185.042: :050 : 302 16 51.0: 230.982: 322158.101:1256709.220:314 30 45.1: 230.966: :049 : 0 0 .0: .000: 322320.023:1256544.519: : : : Х О Д 2 : :049 : 63 31 23.0: 125.305: 322320.023:1256544.519:198 1 14.6: 125.276: :044 : 263 13 43.0: 211.874: 322200.893:1256505.763:281 15 56.4: 211.853:GPS043 : 0 0 .0: .000: 322242.280:1256297.992: : :: Х О Д 3 : :049 : 240 8 13.0: 79.080: 322320.023:1256544.519: 14 38 54.6: 79.072: :047 : 98 47 45.0: 78.049: 322396.525:1256564.515:293 25 49.4: 78.037: :045 : 180 8 10.0: 144.364: 322427.555:1256492.913:293 34 3.0: 144.352: :041 : 0 0 .0: .000: 322485.271:1256360.602: : : : Х О Д 4 : :041 : 84 13 44.0: 137.282: 322485.271:1256360.602:197 46 17.1: 137.286: :042 : 172 41 10.0: 114.138: 322354.536:1256318.700:190 27 6.4: 114.150: :043 : 90 46 40.0: .000: 322242.280:1256297.992: : :: Х О Д 5 : :041 :-107 22 30.0: 111.189: 322485.271:1256360.602: 6 10 8.1: 111.195: :040 : 190 17 25.0: 143.336: 322595.822:1256372.551: 16 27 52.8: 143.334: :039 : 185 30 23.0: 74.251: 322733.278:1256413.175: 21 57 11.7: 74.244: :017 : 187 20 12.0: 126.185: 322802.139:1256440.931: 29 18 21.1: 126.172:GPS05 : 0 0 .0: .000: 322912.163:1256502.
Список литературы
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Пожалуйста, внимательно изучайте содержание и фрагменты работы. Деньги за приобретённые готовые работы по причине несоответствия данной работы вашим требованиям или её уникальности не возвращаются.
* Категория работы носит оценочный характер в соответствии с качественными и количественными параметрами предоставляемого материала. Данный материал ни целиком, ни любая из его частей не является готовым научным трудом, выпускной квалификационной работой, научным докладом или иной работой, предусмотренной государственной системой научной аттестации или необходимой для прохождения промежуточной или итоговой аттестации. Данный материал представляет собой субъективный результат обработки, структурирования и форматирования собранной его автором информации и предназначен, прежде всего, для использования в качестве источника для самостоятельной подготовки работы указанной тематики.
bmt: 0.00494