بررسی آزمایشگاهی تأثیر به کارگیری توأم صفحات مستغرق خمیده و آبشکن نفوذپذیر بر میزان آبگیری و تغییرات بستر در دهانه آبگیر

نویسندگان

چکیده

در این پژوهش کنترل ورود رسوب به آبگیر جانبی در حالت استفاده توأم صفحات مستغرق خمیده و آبشکن نفوذپذیر به‌صورت آزمایشگاهی بررسی شده است. تأثیر آبشکن نفوذپذیر با زاویه ?? و ?? درجه نسبت به جهت جریان آب در سه طول و با انسداد ??%، ??% و ??% عرض کانال اصلی در دو موقعیت ? و ?/? برابر عرض دهانه آبگیر بالادست دهانه آبگیر در سه دبی انحراف ??%، ??% و ??% بر تغییرات بستر، حداکثر عمق آب‌شستگی و درصد دبی آبگیری در کانال آبگیر بررسی شد. پس از انجام ?? آزمایش با در نظر گرفتن آزمایش‌های شاهد با و بدون نصب صفحات، نتایج نشان داد وقتی آبشکن در موقعیت ?/? برابر عرض دهانه آبگیر، بالادست ابتدای دهانه آبگیر جایگذاری شد، نسبت به زمان جاگذاری در موقعیت ? برابر عرض دهانه آبگیر، بالادست دهانه، نتایج بهتری در کاهش حداکثر عمق آب‌شستگی و افزایش مقدار دبی آبگیری مشاهده شد. همچنین در هر سه درصد انحراف، آبشکن با طول ?? یعنی انسداد ??% بهترین نتیجه را داشت. نتایج نشان داد آبشکن با زاویه ?? درجه نسبت به جهت جریان، مؤثرتر از آبشکن قائم بوده است.

کلیدواژه‌ها


عنوان مقاله [English]

Experimental study on the effect of conjugate usage of spur dike andcurved submerged vanes on the diverted discharge and themorphology changes on the entrance of intake

نویسندگان [English]

  • faranak omidi saravani
  • ramin fazloula
  • mojtaba saneie
چکیده [English]

Intake of river is used for different purposes such as irrigation, urban water supply, industry, electricity, etc. Side intakes are used directing water from river to the flat lands. The main purpose of an intake is to ensure a constant water supply that can be adjusted to local conditions. Designers have to consider the intake level below the minimum water level of the river. A protected side intake provides a stable place in the bank of a river or lake, from where water can flow into a channel or enter the suction pipe of a pump. It is built to withstand damage by floods and to minimize problems caused by sediment. One of the issues that designers of water structures are faced is the design of sediment control facilities in the inlet of drainage and irrigation networks. In this research, conjugate usage of spur dike and curved submerged vanes was considered and the effects of spur dike length, its location and angle on the amount of discharge and the maximum depth of scour hole's in the intake inlet were investigated. In this experiment, three different deviation discharges have been studied.
Experiments were performed in a flume with ??m length and ???cm width. The side intake had ??-degree angle to the main flume, with ??cm width. In all experiments, three rows of vanes were installed in front of the inlet. Dimensions, numbers and arrangement of the vanes were designed based on the recommended values by Odgaard and Wang (????) Material of the vanes was metallic and their shape was trapezoidal
The Spur dike was placed on the right side of the flume wall. A number of piles, with a diameter of ? mm, were used to create a permeable spur dike. The effect of three deviation discharge ??%, ??%, and ??% were studied. And in each three discharge effects of two abutment locations, three abutment lengths and two abutment angles were observed. Time of the experiments was equal to the duration of the time in which the first stack passed from the front of the intake. Finally, the bed topography at the inlet of the intake was calculated and analyzed by surfer software. In each experiment, information of water depth in the main flume, water depth in intake channel and the maximum depth of scour hole in the inlet of intake were plotted and analyzed. Dimensional analysis was done with the basic independent variables that characterized the system and arranges them into a parsimonious functional relationship. Then the coefficients determined by statistical analysis of the experimental data. In this analysis showed the relationship between calculated and observed depth scouring with the determination coefficient of, R? =?.??? and the mean error of, MER = ??.?%. Also the relation between calculated and observed volume scouring with the determination coefficient of, R? =?.??? and mean error of, MER = ?.?%.
The results of experiments showed that the position, the length and the angle of spur dike had a significant impact on the diverted discharge and the maximum scour depth. After running ?? tests and considering the control experiments, with and without installing vanes, the results showed that inserting spur dike on upstream of the inlet and in the position where the width was ?.? of the intake width, provided better results in reducing scour hole's depth. Also, it caused an increase in the amount of discharge, in comparison to the position with doubled width of the intake, on the upstream. Moreover, it was observed that spur dike with a length of ?? cm (??% blockage) had the best result in all three flow deviation. The results showed that spur dike with the angle of ?? degrees to the flow direction, was more effective than vertical spur dike. Hence, the best condition occurred when spur dike with a length of ?? cm and the angle of ?? was placed on the upstream and in the section with the width of ?.? of intake inlet. In this condition, three diversion flows of ??%, ??% and ??% led to, ??.?%, ??% and ??.?% increasing in the percentage of intake discharge, respectively and also it respectively caused ?.?%, ??.?% and ??.?% reduction in the maximum of scour hole's depth compared to the case of a vertical spur dike.

کلیدواژه‌ها [English]

  • Spur Dike
  • Depth of scour
  • Submerged vane
  • Intake
  • Ddiverted discharge