TO‘LQINLAR VA OQIMNING O‘ZARO TA’SIRI SHAROITIDA TO‘LQIN TA’SIRINI HISOBLASH

Eshev Sobir Samadovich; Latipov Shahboz Alisher o'g'li; Rahimov Ashraf Rasul o'g'li; Yuldosheva Umida Temurovna; Quvvatov Jobir Zokir o'g'li

Maqolada shamol to‘lqinlarining generatsiyasiga statsionar oqim va suv havzasining cheklangan kengligi sezilarli darajada ta’sir qiladigan katta gruntli kanallar sharoitlari uchun shamol to‘lqinlarining generatsiyasi masalasi qarab chiqlgan. To‘lqinlarning balandligi va davrlarini aniqlash uchun bog‘lanishlar olingan.

Jurnal nomiИнновацион технологиялар
Nashr soni2023/3(51)
Ko'rishlar soni 82

Internet havola

DOI

UzSCI tizimida yaratilgan sana 21-05-2024

O'qishlar soni 82

Nashr sanasi 15-09-2023

Asosiy tilO'zbek

Sahifalar40-44

Kalit so'z

shamol to‘lqinlari

generatsiya

barqaror oqim

gruntli kanal

to‘lqin davri

Ўзбек

Maqolada shamol to‘lqinlarining generatsiyasiga statsionar oqim va suv havzasining cheklangan kengligi sezilarli darajada ta’sir qiladigan katta gruntli kanallar sharoitlari uchun shamol to‘lqinlarining generatsiyasi masalasi qarab chiqlgan. To‘lqinlarning balandligi va davrlarini aniqlash uchun bog‘lanishlar olingan.

Kalit so'z

shamol to‘lqinlari

generatsiya

barqaror oqim

gruntli kanal

to‘lqin davri

№ Muallifning F.I.Sh. Lavozimi Tashkilot nomi

1 Eshev S.S. professor Qarshi muhandislik-iqtisodiyot instituti

2 Latipov S.A. texnika fanlari falsafa doktori (PhD), dotsent Qarshi muhandislik-iqtisodiyot instituti

3 Rahimov A.R. texnika fanlari falsafa doktori (PhD), dotsent Qarshi muhandislik-iqtisodiyot instituti

4 Yuldosheva U.T. doktorant Qarshi muhandislik-iqtisodiyot instituti

5 Quvvatov J.Z. magistr Qarshi muhandislik-iqtisodiyot instituti

№ Havola nomi

1 [1] Bryanskaya Yu.V., Markova I.M., Ostyakova A.V. Ed. V.S. Borovkova. Hydraulics of water and suspension flow in rigid and deformable boundaries. - M .: Publishing house DIA, 2009, - 264 p.

2 [2] Lyakher V.M. Turbulence in hydraulic structures. M.: Energy, 1968, - 408 p

3 [3] Maslov N.N. Fundamentals of soil mechanics and engineering geology. M.: Highestschool, 1968. -285 p.

4 [4] Meschyan S.R. Experimental rheology of clay soils. M.: Nedra, 1985. -342.

5 [5] Mirtskhulava Ts.E. Erosion of channels and methods for assessing their stability. M.: Kolos, 1967. - 179 p.

6 [6] Osipov V.I. The nature of the strength and deformation properties of clayey rocks. - Ed. Moscow University. 1989, - 235 p.

7 [7] Tsytovich N.A. Soil mechanics. - M .: Higher School, 1983, -288 p.

8 [8] Эшев, С.С. andХазратов, А.Н., 2016. К вопросу моделирование нарушенной структуры связных грунтов в лабораторных условиях. Инновационноеразвитие, (5), pp.25-28.

9 [9] Eshev S.S. Calculation of deformations of large earthen canals under conditions of stationary water flow. Tashkent. “Scienceand technology”, 2017.-164 p.

10 [10] Eshev, S., Rahmatov, M., Khazratov, A., Mamatov, N., Sagdiyev, J., &Berdiev, M. (2021). Critical flow velocities in cohesive saline soils. In E3S Web of Conferences (Vol. 264, p. 03071). EDP Sciences.

Kutilmoqda

№	Muallifning F.I.Sh.	Lavozimi	Tashkilot nomi
1	Eshev S.S.	professor	Qarshi muhandislik-iqtisodiyot instituti
2	Latipov S.A.	texnika fanlari falsafa doktori (PhD), dotsent	Qarshi muhandislik-iqtisodiyot instituti
3	Rahimov A.R.	texnika fanlari falsafa doktori (PhD), dotsent	Qarshi muhandislik-iqtisodiyot instituti
4	Yuldosheva U.T.	doktorant	Qarshi muhandislik-iqtisodiyot instituti
5	Quvvatov J.Z.	magistr	Qarshi muhandislik-iqtisodiyot instituti

№	Havola nomi
1	[1] Bryanskaya Yu.V., Markova I.M., Ostyakova A.V. Ed. V.S. Borovkova. Hydraulics of water and suspension flow in rigid and deformable boundaries. - M .: Publishing house DIA, 2009, - 264 p.
2	[2] Lyakher V.M. Turbulence in hydraulic structures. M.: Energy, 1968, - 408 p
3	[3] Maslov N.N. Fundamentals of soil mechanics and engineering geology. M.: Highestschool, 1968. -285 p.
4	[4] Meschyan S.R. Experimental rheology of clay soils. M.: Nedra, 1985. -342.
5	[5] Mirtskhulava Ts.E. Erosion of channels and methods for assessing their stability. M.: Kolos, 1967. - 179 p.
6	[6] Osipov V.I. The nature of the strength and deformation properties of clayey rocks. - Ed. Moscow University. 1989, - 235 p.
7	[7] Tsytovich N.A. Soil mechanics. - M .: Higher School, 1983, -288 p.
8	[8] Эшев, С.С. andХазратов, А.Н., 2016. К вопросу моделирование нарушенной структуры связных грунтов в лабораторных условиях. Инновационноеразвитие, (5), pp.25-28.
9	[9] Eshev S.S. Calculation of deformations of large earthen canals under conditions of stationary water flow. Tashkent. “Scienceand technology”, 2017.-164 p.
10	[10] Eshev, S., Rahmatov, M., Khazratov, A., Mamatov, N., Sagdiyev, J., &Berdiev, M. (2021). Critical flow velocities in cohesive saline soils. In E3S Web of Conferences (Vol. 264, p. 03071). EDP Sciences.