FIELD: construction.
SUBSTANCE: method for hydraulic flume erection includes executing of excavation and construction of side walls and bottom of flume in reinforced concrete facing. Bottom is made triangle-shaped with top at center, recessed by value of h2=α·h1,where α is relative depth, where h1 is chute depth without regard to bottom recess and tolerance of upper flume edge altitude over water level, m; m2 is batter of bottom slopes. On flume bottom on the top of reinforced concrete facing of bottom slopes revetment of polymer concrete and river cobblestone is arranged. Cobblestone is laid in rows along bottom slopes line across flume with decrease of its sizes from center to side walls sole. Along and across cobblestone rows reinforcement bars are installed which form laced cover with cell sizes less than cobblestone cross section. Lacing is attached to anchors emplaced in reinforced concrete walls and in flume base. Lower parts of cobblestones are embedded by polymer concrete throughout the whole area of bottom slopes.
EFFECT: increase of hydraulic flume operation efficiency and reduction of material costs for its construction and operation.
3 dwg
Title | Year | Author | Number |
---|---|---|---|
METHOD FOR ERECTION OF POLYGONAL PROFILE TRAY FROM PRECAST REINFORCED CONCRETE UNITS | 2007 |
|
RU2366778C2 |
HYDROTECHNICAL CHANNEL MADE FROM PRE-FABRICATED REINFORCED CONCRETE MEMBERS | 2007 |
|
RU2369688C2 |
MUDFLOW CONDUIT | 2001 |
|
RU2202678C2 |
MUDFLOW CONDUCTING CANAL | 2000 |
|
RU2188277C2 |
METHOD TO ERECT SPILLWAY CHANNEL OF POLYGONAL PROFILE WITH FLEXIBLE FIXATION | 2012 |
|
RU2528835C2 |
WATER DISCHARGE CHANNEL OF POLYGONAL PROFILE WITH FLEXIBLE ATTACHMENT | 2012 |
|
RU2519845C2 |
HYDRAULIC CANAL | 2000 |
|
RU2189420C2 |
DAM DIKE OF COMPOSITE DESIGN | 2006 |
|
RU2336388C2 |
BANK-PROTECTING FACILITY | 2000 |
|
RU2204649C2 |
WASTE CHANNEL OF POLYGONAL SECTION | 2023 |
|
RU2810555C1 |
Authors
Dates
2008-10-20—Published
2006-04-10—Filed