Architecture
°ÇÃà Architecture


Diameter of riprap stone

ÀÛ¼ºÀÚ Uploader : ezcivil ÀÛ¼ºÀÏ Upload Date: 2016-03-19º¯°æÀÏ Update Date: 2016-03-19Á¶È¸¼ö View : 416

Riprap protection in the immediate vicinity of the energy dissipator is recommended. Preliminary, unpublished WES test results on riprap protection below energy dissipators indicates the following average diameter (D_50) stone size should result in adequate
erosion protection.

D_50 = D*(V/(g*D)^(1/2))^3

D_50 = the minimum average size of stone, ft or meter, whereby 50% by weight of the graded mixture is larger than D_50 size
D = depth of flow in outlet channel (ft, m)
V = average velocity in outlet channel (ft/s, m/s)
g = gravitational acceleration (32.2 ft/s^2, 9.8 m/s^2)

*** Âü°í¹®Çå[References] ***

HYDRAULIC DESIGN GRITERIA, SHEETS 722-1 TO 722-3, STOM DRAIN OUTLETS, FIXED ENERGY DISSIPATORS.
D_50 = D*(V/(g*D)^(1/2))^3
º¯¼ö¸í Variable º¯¼ö°ª Value º¯ ¼ö ¼³ ¸í Description of the variable


¡Ø ÀÌ »çÀÌÆ®´Â ±¤°í¼öÀÍÀ¸·Î ¿î¿µµË´Ï´Ù.

¡Ú ·Î±×ÀÎ ÈÄ ¼ö½ÄÀÛ¼º ¹× Áñ°Üã±â¿¡ Ãß°¡ÇÒ ¼ö ÀÖ½À´Ï´Ù.
¡Ú To make new formula or to add this formula in your bookmark, log on please.


ÄÚ¸àÆ®

´ñ±Û ÀÔ·Â