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Published October 31, 2020 | Version v1
Journal article Open

DETERMINING A TECHNIQUE FOR TRANSMITTING MEASURING DATA ON THE SPATIAL POSITIONING OF THE PIERCING HEAD IN SMALL-SIZE INSTALLATIONS DURING CONTROLLED SOIL PIERCING

Creators

  • 1. Kharkiv National Automobile and Highway University
  • 2. Kharkiv Petro Vasylenko National Technical University of Agriculture

Description

For laying of underground utility systems in urban conditions by the method of horizontally directed soil piercing, small-sized units are designed. Such units should have measurement systems for determining the spatial position of the piercing head. In known systems, the surface layer of the soil is used as a data transmission line for transmitting measurement information.

This method of transmitting information signals in urban conditions is not very acceptable. Ground-based objects reflect electromagnetic radiation of the head transmitter which leads to distortion of the directional diagram of the emitter and complicates the reliable reception of measurement information.

It was proposed to use an autonomous measuring system with an operating frequency of 5 GHz based on Wi-Fi technologies and an unconventional method of transmitting measurement information using hollow steel bars in the piercing unit itself. This transmission line has periodic discontinuities because of the bar design. These discontinuities accumulate as the piercing head advances. For the basic vibration type Н11, more accurate analytical expressions were obtained for calculating the power transfer coefficient of the measurement signal in such non-uniform lines. It was shown that inhomogeneity of the transmission line in comparison with its surface resistance does not significantly affect the transmission coefficient.

For example, damping in the line increased by 1.2 dB with the maximum length of inhomogeneity of 5 mm and the total length of jointed bars of 50 m. It has been theoretically proven that the range of soil piercing with reliable signal reception can be up to 50 meters.

The proposed method for transmitting information signals makes it possible to reduce the transmitter power, ensure noise immunity of the measuring system, and reliable reception of the measuring information throughout the entire piercing path

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Additional details

References

  • Bian, Z. J. L. (2014). Trenchless technology underground pipes. Machinery Industry Press, 187.
  • Penchuk, V. A., Rudnev, V. K., Saenko, N. V., Suponev, V. N., Oleksyn, V. I., Balesniy, S. P., Vivchar, S. M. (2015). Soil thrust boring plant of static action with ring spacers of horizontal wells. Magazine of Civil Engineering, 54 (02), 100–107. doi: https://doi.org/10.5862/mce.54.11
  • Isachenko, V. H. (1987). Inklinometriya skvazhin. Moscow: Nedra, 216.
  • Tsybrjaeva, I. V. (2014). Method for zenith angle and drift direction determination and gyroscopic inclinometer. No. 2012151485/03, declareted: 30.11.2012; published: 20.02.2014, Bul. No. 5.
  • Fisher, C. J. (2011). Using an Accelerometer for inclination Sensing. Available at: https://www.digikey.in/en/articles/using-an-accelerometer-for-inclination-sensing
  • Hastak, M., Gokhale, S. (2009). Decision Tool for Selecting the Most Appropriate Technology for Underground Conduit Construction. Geological Engineering: Proceedings of the 1, 1–18. doi: https://doi.org/10.1115/1.802922.paper30
  • Balyesniy, S. (2017). Features if soil thrust boring process. Bulletin of Kharkov National Automobile and Highway University, 76, 138–141.
  • Balesniy, S. P. (2016). Experimental complex for research of the soil thrust process with correction of boring trajectory. Stroitel'stvo. Materialovedenie. Mashinostroenie, 88, 131–137.
  • Allouche, E. N., Ariaratnam, S. T. (2002). Ariaratnam, State-Of-The-Art-Review Of No-Dig Technologies for New Installations. Pipeline Division Specialty Conference 2002. doi: https://doi.org/10.1061/40641(2002)55
  • Cohen, A., Ariaratnam, S. T. (2017). Developing a Successful Specification for Horizontal Directional Drilling. Pipelines 2017. doi: https://doi.org/10.1061/9780784480878.050
  • Suponiev, V. M. (2018). Stvorennia obladnannia dlia rozrobky horyzontalnykh sverdlovyn kombinovanymy sposobamy statychnoi diyi. Kharkiv: KhNADU, 196.
  • Gusev, I., Chubarov, F. (2014). Application of controlled ground puncture in trenchless pipelaying. Potentsial sovremennoy nauki, 2, 30–34.
  • Suponyev, V., Chepusenko, Y. (2019). Telemetry system for determining the coordinates of the piercing head in the ground. Bulletin of Kharkov National Automobile and Highway University, 84, 13–20. doi: https://doi.org/10.30977/bul.2219-5548.2019.84.0.13
  • Shcherbakov, G. N., Antselevich, M. A., Udintsev, D. N. (2005). Vybor elektromagnitnogo metoda zondirovaniya dlya poiska obektov v tolshche ukryvayushchih sred. Spetsial'naya tehnika, 1, 21–25.
  • Koval, O. A., Koval, A. O. (2017). Prostorovo rozpodileni intelektualni vymiriuvalni informatsiyni systemy. Kharkiv: Lider, 144.
  • Lokatsionnye sistemy DigiTrak. Available at: http://www.k-ss.com.ua/list.php?data=locdt
  • Syrskij, V. P., Nesterov, E. A., Pakhomov, A. D. (2010). Pat. No. RU 2442192 C1.The method of determination of mandrills or bores location in the ground and the installment for the performance of the above method. No. 2010131280/28; declareted: 26.07.2010; published: 10.02.2012.
  • Pleshakova, E. V., Gavrilov, S. J. (2007). Pat. No. RU 2338876 С1. Method for determination of pneumatic puncher deviation angle from prescribed trajectory. No. 2007121127/03; declareted. 05.06.2007; published. 20.11.2008, Bul. No. 32.
  • Ross, D. (2007). Wi-Fi. Besprovodnaya set'. Sankt-Peterburg: NT Press, 320.
  • Sakhatsky, V., Lyubymova, N., Pusik, V., Pusik, L., Chepusenko, I. (2019). Prevention of Economic Losses with the help of the System of Control of Saving and Storing Bulk Cargoes in the Process of Train Movement. SHS Web of Conferences, 67, 02008. doi: https://doi.org/10.1051/shsconf/20196702008
  • Sakhatskyi, V. D., Chepusenko, Ye. O. (2018). Vykorystannia Wi-Fi tekhnolohiy dlia rozrobky vymiriuvalnoi systemy vyznachennia koordynat prostorovoho polozhennia prokoliuiuchoi holovky pry beztransheinoi prokladky komunikatsiy. Tehnologiya priborostroeniya, 2, 37–41.
  • Raspberry Pi 3 Model B+. Available at: https://www.raspberrypi.org/products/raspberry-pi-3-model-b-plus/
  • BMX055. Available at: https://www.bosch-sensortec.com/media/boschsensortec/downloads/datasheets/bst-bmx055-ds000.pdf
  • CYW43455 Single-Chip 5G WiFi IEEE 802.11n/ac MAC/Baseband/ Radio with Integrated Bluetooth 5.0. Available at: https://www.cypress.com/file/358916/download
  • Pchel'nikov, Yu. N. (2010). Opredelenie ekvivalentnyh parametrov volnovodov kruglogo i pryamougol'nogo secheniya. Radiotehnika i elektronika, 55 (1), 113–119.
  • Fusko, V. (1990). SVCh tsepi. Analiz i avtomaticheskoe proektirovanie. Moscow: Radio i svyaz', 288.
  • Grigor'ev, A. D. (1990). Elektrodinamika i tehnika SVCh. Moscow, 336.
  • Gololobov, V. D., Kiril'chuk, V. B. (2005). Rasprostranenie radiovoln i antenno-fidernye ustroystva: Metod. Ch. 2: Fidernye ustroystva. Minsk: BGUIR, 299.
  • Fal'kovskiy, O. I. (2009). Tehnicheskaya elektrodinamika. Sankt-Peterburg: Izdatel'stvo «Lan'», 432.
  • Cherenkov, V. S. Ivanitskiy, A. M. (2006). Tehnicheskaya elektrodinamika: Konspekt lektsiy. Odessa: ONAZ im. A.S. Popova, 160.
  • Shmatko, O. A., Usov, Yu. V. (1987). Elektricheskie i magnitnye svoystva metallov i splavov. Kyiv: Naukova dumka, 584.