Show An OL ON ENGINEERING ?nd Gold THE SLOPEWater Hill pipe Pipe Works— Iron 1720 feet— A Great on yet by the and several old with City ing want this cient different volume to within up shafts drifting the the deeper from tlie bly tunnels The tunnels for that sensi the necessary Virginia and Gold enlarged new and he supply diminished water of ing towns the well as required works the plenty the run etc grow Hill as hoisting additional steps deficiency supply this A company which is composed of O’Brien enterprising and men as Flood Alvinza Skae Mr Hobart Hay John ward James Fair and John Mackay di should taken to -such rected their of Sierra especially and tlie miles twenty-one Virginia of course the Ball’s line and lands the of water purchased also They of distance a the on lake a called necessary at of lake situated elevation Marlette an feet C street Virginia 1500 above about and within a mile of the eastern shore of 1000 feet above Lake Tahoe hut about This lake has au area of about its level 300 and acres in full the water from ed route a valley difficulty these was the to have over necessity sides with the where steep of pressure in pipe siphon inverted a the propos crossing of width in miles sustain the places the seven bringing in would 1700 over perpendicular' feet the In red of fall engaged to works their the gave entire the Mr water feasibility the of favorably the company and begun other and the made Scliussler gauge The McCrindle of firm The the furnished & the Locomotive and pipe and Mr Schuss Bisdon Works great of of their selves The a of work made of win in no mines in heads tools for to size Works of to make the water a within its district and admits the down is five wide b of is of No inches riveted in of of means six leaky the shows a for the the it expansion both shown keep forced lower on tlie lead back by in in b clamp the place as This in Fig 6 is is ed The a two the capacity the supply gallons running is water 465 of with be per can day its present was carried its and let the on valve b down or air The the the out shows it of various of the lines 0 The ks coc undulating used un iron The figures perpen from pressure sketches the the pressures columns indicate 1700 the of numbers of b'low’-offs the the of profile a below triangles line the idea an undertaking this numbers dicular supply commences rush line show solid the readers location close to to which as so water our out d only represents shown along der tho give over pipe above increas "When country indicate -four to will 7 the the about twenty bead every increasing by 2350000 to outlet Virginia into gallons and fullest Fig perpen a feet carries 2000000 been has it head hours has is used as now only 3U0 will supply ten times much as towns-' havo heretofore had the-two cross used Detail in just head by Joint inlet The above the elevation but feet this of This after clamp the lead pipes and perspective and the contraction in The section clasp account of dicular tighten back forcing and of method shows Fig7 livets had worked out longitudinal working where 1— Lead Fip three-eighths application its a main the the on years tlie civil 100 to pipe at a ing a came chief was of every Vallejo he year tunnel past Sutro readers feature of underta king begins the of com the mencing manufacture el the pipe evation of 1885 feet above the the water track City at an at rail point a of follows starts to outlet length present an 18 inch inlet flume outlet is end or eastern toll as end making the The feet Dali’s miles of end water creek to long the the the the pipe flume a by From pipe of through conveyed the it gradually from four western or water taken course and 37100 is and which the its at easterly an from spur the at valley of to House Toll by crosses referred entire the View Lake crest house cends Fig miles ubouttwo west thence into of the 2— Elbow used as city Virginia it Short has perpendicular 750 pounds to or inch But while tests the extra square the being applied pressure was such and a presur fed least The at Bisdon the stood a the all pipe in th connection furnished tested were shipment before pounds to the world And gorges was spurs with out carry the a dif with of idea an of the this the to the line of time reflects great foundry and in diagrams used where kindly Schussler and we give As nn it construc in undertaking difficult was had water of which satisfaction this From time engineer where ho the 27th the as our the made between the of very anil header September of all these duties and Mr partly partly projector as enterprises in which State Schuss consult as in different have always out successfully He ditch of tho La Graugo Mining and County before five a in sure the in Nevada pipe of six pres private in Miller his he iron vertical a The under where 1G No sustain General built the feet 600 of works inch length of Hy Stanislaus engineer as Flat Cherokee projected the present of He works pipe water in consulting was mentioned mining were Company sur water Napa Valley supervision as were fire protection at the works New might mention Almaden mine We numerous other undertakings with which he has been connected if permitted space have instanced but enough readers an idea of his ability engineering We for refer the readers our balance the above of cuts description our hydraulic the to the give to in fifth page to referred would and call in the as passei he to the to employed the draulic mechanical the details engineering body of space a of article Mr by us hydraulic pipes The them here produce tion to matter th 1400 of concerned to joint a Works pressure inch square Crossing ficult and pipe short so success engineer the the on pounds the in work lie where undertaking chief hydraulic the the a of of elapsed the into service carried miles about changed Francisco 1871 on engineer various had such with ing Pioche arriving up hav 1864 military company remember been has months only giving of absence the 1 Outside makes construct To magnitude credit were 800 brought as high as without injuring inch August of ran Zurich last five there first at until Virginia water Curves of 1720 the Making for of of was will No time difficult of desired Fall San connection close shaft been veyed the From for attended water works and Stockton engineer of the was chief Marin County water works and those of Virginia City and Gold Hill During the parts Thepipethe ho of in woiks file pro fall of tlie to one water elevation strike time schools completed works lixies the the in his other large works career on the Pacific lie coast commenced was con consulting the nected as engineer with works Han Jose Oakland water water ler pa that from engineer finally rallel - In absence of he entered into the service of the Spring Valley water works first as assistant en but gineer promoted afterwards to was Bhow both a side view and b the the Olden of per purpose intended profession as leave of the In leave for coast 1862 his life directly points 'Z clamp in engineer his this leave for himself had the where this of took during engineering definite over from a member promoted lieutenant and military will all was January he Carlsrnlie civil of view it construct Academy he of in graduate a being year two fecting re After when joints and weight as shows G Figure ing six one end by pipe each off is which first the outou He 1862 that and valve water tho width n shut is a rushes open its stem out at b by being weighted nn iron- 9 i order other on of and quite work though been engaged in nearly hydraulic engineering Military to the on b valve of the nipple a the again being run tight caulked u p from both sides the thickn ess being pre repaired is 1859 vacuum taken line the is to as the paired break which and then c a 6 collar in so vent and main the get out the valve the outside pipe The lead into Prussian of burg no this carried years some falls of has man prominent the enterprises pipe b of of enterprise overcome engiueers Schussler Hermann young be attention engineer all cock valve pipo attract the the world a to difficulties Mr occa air the ing cockc main the Should the is tho the air and of it the is accu elevation opening occur in lower than point b completion successful a the 1720 feat this carry attention of those in interested jected works City to many for boiler A poses the of and econo riveted will above do much ing doubts therefore to as pur perusal towards they the iron careful have and in hydraulic for pipes are who here believe of of there as persons of pro Lake Salt details practicability my the tho not do Fig more especially They have iron etc where special nozzlesquestions so nearly all that turned the in the pipe the having during was collar inches and break a any placed is by oft’ an inch inside the the many course eoek small to in being construction out this woik and Mr in this line experience has make accurate calculations always our mines kind on hand Although of between air blown magnitude air the on It small of ou atest gre now ordinary pressure engineering an was feet to on is nearly Cherokee the tho stands the world pressure which remov strength to leak- Gerhard and non-liability They used pipe head eighths this at If pipe point water the open: tho valve while pressure the high the wide kept shut iu Should each When is is sionally at used pipe or and pipe sustains guar to do State him three pro pipe hydraulic are great fall of making specifications turning Moore’s enabled of the of air self-acting the a 6 iron the this high leav valve c shut by mulates diagram the us a Flat of 32 large a the use pipe of with every in triangle calcu promise made portion as which connected they have for Bisdon pressure a where the enter necessary and always their work antee the the to cross iron varies the in used Tho etc describing the of the lations what class many with C rivets sags valve valve line great marked shows 5 the the to course a we been make hydraulic been have this in and various prises Geo and its on to blow-off the and line in both steugth rivets of have the Works of specialty city haviug spurs according thicker But outlet it re spective ing play the manufacture to the road way and towaid place the to live-sixteenths inch an curve number put double shows 4 vacuum a iron the to credit great Bisdon in the iu of outlet and east is strap pipe Fig and a seam The pres the ground round seam decreases as outside iron the difficult their their to iron is the of Fig7 riveted being there and west thickness the to low’ tons hot is straight thickness the of collar iron rises and tho Fig to The movement the en used were rivets tlie row on gradually sure let in thick on row tons thirty-five inch one-sixteenth lengths inches 0 No is rivets 700 NO Joseph them acquitted Moore of two the five-eighth decreases joints inch ail lead together two of one-sixteentli single tlie the lead wrought a that in joined arc pipe the iron with double of about weight some in the required making point of heaviest pressure were At inch Utah 1874 4 ward to on av of Interests super Mr intendent task to owing care the the The especially ler alwaws nec 0 Works feet is a of of lead joints pipe million it and one The 11 is Material other personal the supervision each were No this and city Works to according under of iron American awarded was to under Co this of of contract Iron & Scotch Co Johnson which were The well then was 16 No kind leakage no occurring at pipes tight the entire manufacture illusita worthy is Bisdon twenty-six and Birmingham the of numbers graduated from project of pipe Virginia Truckeo and furnished essary surveys personally for rivets requisitions and the proper by the consisted of iron which ten way different of the the It its of and APllIL destination diameter Nealy UTAH its to and es appara perfectly CITY erage after present day pipe has proved the at Figure 1 shows one of these which is made between every of scheme operations 1872 of assurance of practicability spring Scliussler reported of refer company Hermann lie project the In Mr Spring Valley to examine into the and the proper made was the pipes Commercial Mining shipped experi and contraction of turned by the out there was absolutely it pipe joints only where iu accompanying that so most 1871 of the months’ use the wonderfully successful showing the remark as to precipitous shape of an and when deep winter great The feet fifteen is pipe inch mountains so-called within is the three-eighths slope eastern Nevada to which creek the to attention main the the safe than suffi As the years lode were sunk levels lower be been has was joints application shown length they years increased two past of supply not they Comstock on and from level additional which water water of difficulty expansion of in joints com day the would locations of A early few a the mills water the to in the purpose supply by but the After the that found for 1ms liow up an above tunnels Virginia it especially of lead three first were spring organized at was proposed to use pany which at mines that more works hoisting Tress lode Comstock of importance towns vicinity Scientific silver the on question been a supply and the since opened & Mining the the tions and tlie with account tus deal great a enced of Under a Vertical Pressure Undertaking Working Successfully From the to SALT LAKE PACIFIC Ever Devoted I HYDRAULIC Virginia Journal Illustrated orders first and Bisdon used in of this month that through the size same Gold Hill 9 miles where long Manner 3— into Virginia with it of and the connects pres In the ent city pipe system the future water fiom Marlette lake will be conveyed the to the All inlet supply the of the from iron Dalle’s pipe used and be added to creek is coated inside of asphaltum Fig of to ten minute before being around rocky etc pipe nected with ‘the next to seven the elbow the short by from a pipe and making which on out of canyons on Elbow shows 2 pose mixture coal tar thoroughly boiled together each plunged and separate piece bring in for rolled about bath of this mixture a and aud with pipe Strapping a of means bluffs th pur th line through angle outside iron irons of straps corresponding the for in UBed curves are the on together Pipes the sharp riveted were angle precaution be to against an out- ing the to is under the world siphon over such in had completion Cherokee the 930 of Flat feet pressure greatest pressure Mr Schussler was engineer ured the quantity in exact required that water pipe which was of fifty in of different The is ore pitch to from Bixty cent mixed baked then making are smelting no ore— per ground and Bradley of with in a coal the and iron fig and pressures and charged is pig becomes ready finished with it is iff and the for iron A iron half hammer turned out and sxved lime coke sustain any also consult enterprise thickness at these direct bloom of England Stafford South from overcome Up ing inverted doing which 1720 feet pressure as long seven enormous an iron which Fig 3 shows the manner pipes and elbows were strapped together short wherever the curve was sufficiently huge a miles works the Messrs Caddick Curves througli con pipe this Short curves in require at and oven furnace an hour is it Excellent |