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� 3. ABSORPTt�I AREA 9ZING
<br /> Note:Mound secbacks are me�,red fran the Absapnon areo.
<br /> A. Calculate Absorpt�on Width:Bed N�idth (l.B)X Mound Abso►Ptia►Ratio (1.�=A6sarPtia►Wfdth
<br /> 10.0 ft X 20 = 20.0 ft
<br /> B. For stopes>tx,the AbsorP�on Width is measiued downMlt from the upstope e�e of ttte Bed.
<br /> Cakvlate Downstope A6wrption i'Vidth:Absaption Width (3.A)-Be+d N�idth (2.6)=ft
<br /> 20.0 ft - 10.0 ft = 10.0 ft
<br /> 4. MOItND SILNG
<br /> A. Catculate Cleon Sarid Lift: 3 feei minus Depth to Limiting Conditlon (1.C)=Ltean Sand Lift (1 ft minimum}
<br /> 3.0 ft - t.7 ft = 1.3 ft Design Sand Lift(optionalj: ��1.3
<br /> B. CatCutate Ups(ope Meight:Clean Sand Lift (4.Aj+media depYh (1 ft.)+cover (1 ft_}=tlpsiope tieig.ht
<br /> 1.3 ft + �.Q ft + 1.0 ft= 3.3 tc
<br /> t+•3s:i{opt!Aulriplirr;a31e
<br /> : (.dEld$��E� 1 tl ? ; 2 i � ,� 4 6 g 7 8 i 9 !-2l�t�i l I2 !?� Ix� 15 l4 1 i� 13� fY 2�i 21 2I� 21 2� IS� �
<br /> t F- i' �. la;:�i•�.�,' }� i t i .� �'t 1:� 1.C�;(.i_
<br /> � i �c qif3T �� c�t �� i t 2�� F11.LI 1 1 i� I:Y 2.�� 1� �1{�` {1 t.ii4li �.7 � '!
<br /> � � :.5? t� �.»1. 5���),js�3 Y 7,�,i t j,{- �.E�i c- ��.74�I}y i
<br /> i ,.'I..+;�, .� ..3+:j� iF�S.lt �+ _-E;�_+�1t�,s 1 a "� : �
<br /> � , � ---�r--"- ..'. . a' i i �t � [ �; �
<br /> � �4n�y�� � -f s � � ' t . i . v - : ' 9
<br /> "s { ,r .. .i _. _ 7 sr- t �i.._�i� .:I�+s, Y 1� iC'..,L:si, .,�i;� t�T! _� �
<br /> � . , _ - � ,,.�." � ` .. � ~' _ T i.�` i ' 1 3..�-a � �
<br /> 7 wi 1[� 1t����i�J.c�_`l.Ys i..J��xi}��% �.?�Y#/�`Yib 7.A=:L-- lt� V,i�"
<br /> 4
<br /> [ � Seizct Jpsl�e 8erm Mu1Nplier �---- {
<br /> i � - t-� e - i �.{}F{ �(ft���rP Q-�4) [
<br /> F ib��ed ur�an��:oP�t- 1 , t
<br /> � v. �i`��a�����;i��c?ar.T,yyi�irh=AAuitiplier t4-Ci X UPsto�htound Height (�.Bj=tlpslop�$erm WidL': �
<br /> ! �� ft X��.3 iC = + t�=r
<br /> E � ��a �
<br /> � � �- nt • ifkl=�rnn �fti
<br /> E. Ca€�utate Drop fn Etevatian Under Bed:f3ecd vi%rdth i2.sij X aunu S,o� i;.v'_ .u� �.- � �
<br /> t i 't� �* X q� w _ ,nn- Ct t3,Fit} 'ft
<br /> � ' �
<br /> � u., ti. a�t f}rrm in FlPyntiott (4.E}=DownsEa�se tietgh�
<br /> � F_ ta4�_c�tate a�,vnstoa�:�oeana t�eigrz�=ii��s�u�Efc��,•� L�-� �"'-��� r--�'-t
<br /> � 3,� � {r + 4 0_b0 { tt = � 3.�� it �
<br /> Seie�t Downslope Serm Multfplier
<br /> i G. _ - 5.C?8 ;{fi�ure�-34} �
<br /> �DaS�'d nri i�i=u'>i�iscj= �_ '
<br /> � . P �
<br /> �!, ���c�_+�a��D�wns(ope Berm Wtath:hiuifiplier {4.G)X Doyvnst�pe�teigi±i j4.f)=e�ownstape t3er�vvaciih �
<br /> �- 5 x .�.� -' s"t - i .L�t t a
<br /> � � 3.�$ . ,__--===-�, - �. �
<br /> � �-�-�; - �L
<br /> .ti�r.-..r..,.,nrvn�t3nwrrstr�,�re�-.`�,sor�ticr.WicF[h {3_B�r 3=it*4 fi� -
<br /> i. Catcuiate Nfi�tmttm aeiar!tu C�re�.....x.<�,.......-.__. �
<br /> 3 5 17 fy �l ? f� + � fY ����E� �
<br /> � t _.
<br /> i
<br /> e v{AN 4n�dl• � Z�.� 6C �
<br /> � J. �Jesign u^�nsiope as�rr, -�i;ea�2� -
<br /> €
<br /> � �--�s;y�:e�o.m�u�ltinlier: 3•�}5 }lusudlly 3_4 vt'4.is; t
<br /> �l. ?CLCL1 L�t 4
<br /> � �. r�i����zrP���dsiope Berm t�-K}X Downs�ope Alound!-deighi f¢-�'?=EndStope Berm 1Yidih '
<br /> ��� ! <. Y i�� ft = } '��.�1 (ft �
<br /> j ; �.v., � �� ..� - t � _,
<br /> �}` ` �
<br /> " -X`
<br /> � a„�..,:"::'::i,id i�i+/3Ptf lh%idCPS fi.u) �-DOIRII51OpC t'�21772 riidi:ii i%t.�i- �
<br /> AA.CdICULaL2 iiqOlStiO Y'1SflCi1:Ujlaivy�uai..� •
<br /> � ; ,i`��L'.��1 s� . E 1� ft + 2� ft = � 4{}.0 ��L �
<br /> � 1 E
<br /> a,., 5;;:�;;��r3pp�rm Width 14.L}+Beti iength (2.C;+EndsFope�errr.Width (4.1j=ft �
<br /> � iH. Ldi[U!3'ie ivsui.iisu�.ci^ . , ��
<br /> a---; r--'--'t ,� �i n � c, - ( 87�0 i;t �
<br /> � 12.o t �c + � t�s.0 � ie t � - � �
<br /> � �--- �
<br /> � �� Comments:
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