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CITY OF EVERETT PUBLIC WORKS DEPkRTANENT <br /> FIRE FLOYJ REPi�RT FORM -TWO HYDRANTS FLOWING <br /> PrJi�cb Unknawn ��U 7 U � Q ZZ <br /> Lowlion: Fmvitlenre Hospial <br /> Dale of Repert: February 21,2u07 <br /> Oomand Canditions: Build�0ut Max Day -Steady Sta�e <br /> Proparod By: Mike MenClik <br /> Static ShUc Residual �����abla <br /> Elovatlon Model nude ID# Test Flow Flow Rosidual <br /> Lowtlon Uamantl Prussure Preasum <br /> �%) at locatlon I9P�n) (P+�) I9Pn�) (�i) �Hytlrant Pressure(ps!) <br /> m <br /> Providence! �s lal 120.00 NewNodel 00 50 1,000 20 1,U78 20 <br /> PmvitlenceHos -tel 717.11 15'4 10 52 3001 21 3,01J 20 <br /> Sum=1A Sum=4001 $wn=d037 <br /> Ezolanllon o/Coiumn Headinos: <br /> Lowtion-Ihe locatian of I�e n:rt^nt pmjetl <br /> EI?va�ion�Ihe gmund elevalion at lhe notle,as referenceE Io Ihe NAVD 80 Catum <br /> IdoOel notle IDC-the hydraulic modH idenufer <br /> Stalic Demantl�T�e basNine OemanG at Ihe speafied noEe. <br /> S�alic Pressure-The caialated pressure lar the static Cemantl. <br /> Test Flow-The mavimum flow Ihat is available while mai.^.:almng Iha user-:peofieE minimum resiEual pressure <br /> and max Ilow veloaty of 12 iVsec at Ihe wrtent noEe,assuming ih.t only Ihis hydract(node)it Arnying. <br /> Resitlual Pressura-Residual pressure wlwlated lor Ihe availeble llow at��e currenl hytlranl(ioCe) This vaiue <br /> s�ould equal the resiEual pressure specifieJ 6y t�e user unless t�e max velodry a!12 tUsec is lhe wnstraint. <br /> Noles: <br /> 1l All elevabons are given in re/erence to ihe NAVD 98 vnrtiwl tiatum <br /> 2) The pressure pn psi)at a notle is obtained by sublracting Ihe notlal elevation from t�e hytlraulic yr.We line and dividing by 2.008. <br /> 3) The tlata 9iven a:e valid only lor the location,Nevaiiun,anC conCitions noted. Use ol this Cata at o�her locations must axount lor <br /> elevation tliflerences and lor Irictional losus <br /> A) Flow dala will c�anqe in response to future changes in the water syHem confguration anA fulure chenges in water qemand. <br /> IAap of Lacation <br /> � J�=i �n ' <br /> �r���'-�- <br /> I _'� '' ,.,,,�, w <br /> � _.. <br /> � y"--__ '�„�,�,ea�n i.n r "�., ....,�y ; � — :V m11 ' I _'1 <br /> =.- 1411 - �� <br /> I - — <br /> '. i) . _ � , . � o:s ' <br /> -n.-.._ . :� r _______ <br /> I` "' ._ ��_ ' �_ � <br /> I.� .. � ___ �J' C� � � T iLl - �� ]N�� <br /> JI I � — -�I L—� »—�I � �� � � l�f � I. <br /> .. � �. __�___ � - ___1�{•F ; .�1�� I:ql -�II-�1 Ir___�_-J . }}}•I <br /> II� 1P I �:N-1 � � �•r �. <br /> I r ` j I <br /> 'I � '.-+.r--- ... __ . JIO . . <br /> ]] ' � � . . 3D + Il l �.�V Q __�� <br /> �- I � � � � t= = .. -��� I -;��, ��� <br /> �s � � - I --�_.� ' . �y p ___ I <br /> rn . �� � � fl n.-_ �....., ' .{ ' un -- � _ 37e' ! <br /> � �� •I � xi _° �. _"_ �� �.,, <br /> xo .10____ _{ i.__ �s`� .,i in{ � 'm � ; <br /> r¢ , f I �� I rI a� I �Ii i � " ' ''{ <br /> oi I �.�T _ _ __ � L_ 70_� h �ir -.. , '�1 <br /> I,� --=4vi; I -" - __ -- - ---- r,� � �.. , ~ �:i <br />' i�,. � — r - ��a � �' <br /> , � I ; : �, .- _ ; <br /> �o �� I � <br /> tx � f :v lA <br /> � - � __ _ -__ __- <br /> __ ___� <br /> � t -I � � 7,. <br /> ., � - _ ---� r ; � ; � � <br /> , � , <br /> ,,- -- . . <br /> �_ _ ��r � , . � � ��, �_-� <br /> --- � -- � <br /> � ' — " '�' .J 'i <br /> , —� •�r=._.=�� : - -_ — <br /> � �wz= I j �w� i"���� �- �.,���� �a � � �.�� � _ „y� � <br /> � �� � I:;� ,�,� - � r-� ;..�,� � .�� �� � � �� �.� <br />