The URL can be used to link to this page

Home My WebLink AboutUSDA Soil Conservation Service - 7/29/1993A A, A J LSDA SOIL CONSERVATION SERVICE WATAUGA COUNT �,,q, "Aux AESTON PREPARED B Y al LaL-,_. DOTE - 07-29-1993 ......... ........ ... 'EZOIDAL-VESETATEXCHANNEL DESIGN xx"i 'RETARDANCE'C, :'-CHANNEL'CAPAQfTX L 466A (0) IN CFS 23 Al 10,41 � .- 1, 1 1 f - � n� 4 , IN FEET .91 C,., I JANNfi,".1 POrTOMMIM IN FVFT C,09NNEW, MADE' I A PERCENT 2 A L jp;�SLOPES'l ITO -VELOCITY IN FT./SEC. E.89, JI(AVERASE, ,,'.(�HANNYL L;NER,N VALUE Q, E L Lt ev� 1'4 sl� JOIL CONSERVATION SERVICE WATAUGA COUNTY DEBI GNv PREPARED fy, DATE 07-P9-1993 plo, I yj 07, TRAPEZOIDAL VEGETATED CHANNEL DE91SN RETARnANC&C '-"k I =0 CYANNEL CAPACITY 0)-rN CFS 23 DEPTH OF FLOW lN FEET Q 1-1 A N N El. 1"Q:1-7 OM WIDTH IN FEET V ti, 711 —011CHMNEW SRADE IN PERCENT AANNPQ 51DO-SLOPE'S 3 AVEYPSE V;LOClfY IN FT./SEC. CHANNEL 4fNfR,N YQUE 08 sit ev� I L�3 k 0 'r � S A L) V- %,- cl�- b6fz� �,E R— F 1�6 k�� -S S; I 1'4 I L�3 k 0 'r � S A L) V- %,- cl�- b6fz� �,E R— F 1�6 k�� -S S; I b L -(c E Ab LA 1111 F USDA.SOIL CONSERVATION SERVICE WA"RMJG CQUIN,l]"'y DEBI EN 1 0'�PARE�' D By, I DATE 07-29-1993 . I 7 ------- 'ANQUOMAL VESEARD ''CHANNEL DES I 01\1 ?Q) -IN CFS 22:� DEPTA OF -FLOW 3N FEET CHANNEQ YOTTOM WIDTH IN FEET 52.911 Mt CAA Mg ;SRADQIN PERCENT - E --`,'C1-'-1ANNEL SAUSLOPES - 3 AVE A G E�' VELO qITY'IN A&SEC. S,':, -�,GHANNEQ,LYNER NdVOLUE b L -(c E Ab LA SAM b L -(c E Ab LA 1111 F USDA.SOIL CONSERVATION SERVICE WA"RMJG CQUIN,l]"'y DEBI EN 1 0'�PARE�' D By, I DATE 07-29-1993 . I 7 ------- 'ANQUOMAL VESEARD ''CHANNEL DES I 01\1 ?Q) -IN CFS 22:� DEPTA OF -FLOW 3N FEET CHANNEQ YOTTOM WIDTH IN FEET 52.911 Mt CAA Mg ;SRADQIN PERCENT - E --`,'C1-'-1ANNEL SAUSLOPES - 3 AVE A G E�' VELO qITY'IN A&SEC. S,':, -�,GHANNEQ,LYNER NdVOLUE b L -(c E Ab LA SAM ev� 1'4 sl� JOIL CONSERVATION SERVICE WATAUGA COUNTY DEBI GNv PREPARED fy, DATE 07-P9-1993 plo, I yj 07, TRAPEZOIDAL VEGETATED CHANNEL DE91SN RETARnANC&C '-"k I =0 CYANNEL CAPACITY 0)-rN CFS 23 DEPTH OF FLOW lN FEET Q 1-1 A N N El. 1"Q:1-7 OM WIDTH IN FEET V ti, 711 —011CHMNEW SRADE IN PERCENT AANNPQ 51DO-SLOPE'S 3 AVEYPSE V;LOClfY IN FT./SEC. CHANNEL 4fNfR,N YQUE 08 sit ev� I L�3 k 0 'r � S A L) V- %,- cl�- b6fz� �,E R— F 1�6 k�� -S S; I 1'4 I L�3 k 0 'r � S A L) V- %,- cl�- b6fz� �,E R— F 1�6 k�� -S S; I