logo
calendar24 May 2024
view26
Main language:Uzbek

OQIMLARNING QОʻSHILISH ZONASIDAGI DEFORMATSIYA JARAYONINI TADQIQ QILISH

Field of Science:
pdf

6650c0133c688.pdf

PDF

ARTICLE ANNOTATION

quote
Deformatsiyalanadigan оʻzanli kanallarning uyurmalik zona hosil qilmaydigan shaklini ilmiy asosda aniqlash bugungi kunda dolzarb muammolardan biri hisoblanadi. Boshqacha qilib aytganda, talab etilgan suv sarf-xarajatlarsiz doimiy suv оʻtkazadigan kanallar оʻzanlari shaklini ilmiy ravishda tavsiya etish tuproq оʻzanli kanallar loyihasi va ekspluatatsiyasida asosiy talab hisoblanadi. Maqolada konform akslantirish metodi asosida ochiq kanallarning qоʻshilish sohasida yuzaga keladigan оʻzan yuvilishi va uning oqim sxemasiga taʼsiri оʻrganilgan. Oqim gidravlik parametrlarining kanallar qоʻshilish burchagiga bogʻliqligi kоʻrsatilgan. Qoplamasiz kanallarning qоʻshilish sohasida sodir bоʻladigan deformatsiya jarayoni va uning taʼsiri natijasida hosil bоʻladigan yuvilishida kanallarning ekspluatatsiya davridagi muammolari оʻrganilgan.

AUTHORS

O.Bazarov

Qarshi muhandislik-iqtisodiyot instituti

Y.Babajanov

Qarshi davlat universiteti

S.Eshev

Qarshi muhandislik-iqtisodiyot instituti

I.Xolmamatov

Qarshi muhandislik-iqtisodiyot instituti, Oʻzbek tili va adabiyoti kafedrasi mudiri

Tags

# soha# suyuqlik# oqim# kanal# оʻzan# qоʻshilish burchagi

OTHER ARTICLES IN THIS JOURNAL

Rate Article

0
0 ratings
5
4
3
2
1

Article Identifiers

References

[1] Ananth W.,(2018) Review of flow hydrodinamics and sediment transport at open channel confluences.//Civil Engr. Res. 5(3),PP.1-7

[2] Best J, Reid I,(1984). Separation zon at open channel junctions /J. Hydraulic Engr. 110(11), 1588-1594

[3] Mignat E, Vincovich I, Doppler D. (2013) Mixing layer in open-channel junbion flow Environ. / Fluid Mech . 14(5). 1027-1041.

[4] Romamarthy A., Carballada L. Combining open channel flow at right- angled jungtion. /J. Hydraulic Engr.(1988) 114(12). 449-460.

[5] Elbaniya H, GahinS. /Investegation of tuvo plan parallel jobs /AIAA.1983, V.21. №7 pp.986- 991.

[6] Krijer J.K Hillen B. (1990) Steddy two-dimensional merging flow from two channels into a singl cannal IIi Aple. scientific Res. 47(3), 223-246.

[7] Eshev S.S., Gayimnazarov, I.X., Latipov, Sh.A., Rahmatov, M.I., Kholmamatov, I.K.

[8] Calculation of Parameters of Subsurface Ridges in a Steady Flow of Groundwater Channels. https://doi.org/10.1051/e3sconf/202341005022 .

[9] Eshev S.S., Latipov S., Sagdiyev J., Kholmamatov I., Rayimova A.I. Acceptable water flow rate in sandy channels E3S Web of Conferences, 2021, 274, 03002. https://doi.org/10.1051/e3sconf/202127403002

[10] Eshev S.S., Bazarov O., Babazhanova I., Babazhanov Y., Kholmamatov I., Ruzieva G. Calculation of bank deformation in the confluence of two streams E3S Web of Conferences, 2023, 410, 05021 https://doi.org/10.1051/e3sconf/202341005021

[11] Eshev S.S., Uralov B., Norkobilov, A., Arzieva D., Salimbayeva I. Study of operating mode of axial and centrifugal pumps with hydroabrasive wear of parts in flow section of pumping units.https://doi.org/10.1051/e3sconf/202340101051