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LIBRARY _ t bflmhzgén Skits ! . Umversaty I’ , . 1‘ ”flat THE PRESENT CONDITION AND FUTURE HEQUIRHIE‘ITB OF THE GAS DISTRIBUTION SYSTEM OF THE CONSUMERS POWER COMPANY LANSING, MICHIGAN Km */l_(( /)/{’/'L£’7 (/ 0 _ I. (f TH 28:5 TABLE OF CONTENTS PAGE Remarks on Conditions in Gas Distribution . Systems * ----- — ——= 1 Division of System into Districts with Reference to Existing Feed mains - == — = 2 Determination of Present maximum Hourly Demands by Districts 6 Division of Gas Leaving Plant 11 Pressure Losses;Low,Intermediate,and High Systems 14 Future Sendout Forecast - ------- 26 Division of Gas Leaving Plant,1937— — - 35 Pressure LOSses;Low,Intermediate,and High Systems,1987, and Recommendations for Changes and Additions in Each System -- 40 Conclusion and Data - -- — ———— " ---- 57 1035-1 1 .A gas distribution system in any community is subject to con- stantly changing conditions; for this reason, if an Operating comp pany wishes to furnish a high grade of service, it becomes necessary at certain times, to analyze these conditions, and, where they are found to render inadequate service, to corredt them. There are three important factors which contribute to the lessening of the efficiency and service in such a system. The first and largest of these is the growth of the territory being served. When a district or a part of a district increases its size suddenly, the service becomes insufficient during peak loads until such time as this condition can be remedied. Another condition detrimental to good service and very com- mon in gas distribution systems, is the deposit of napthalene, eexcess moisture,and tarry and gummy substances in the mains. This deposit is caused by imprOper manufacturing processes, and, in many cases, bad pressure conditions result. The third factor contributing to poor service is the deteri- oration of the system. Pipe becomes rusted through, and bad Joints begin to leak, thus bringing about high leakage and poor ;ressure. In the following pages, I give in full the data, calculations, and reasoning upon which I have based the conclusions stated in 2. this report concerning the present condition and the future re- quirements of the gas distribution system of the Consumers Power Company of Lansing, Michigan. . To check up the present condition of the distribution system and to determine whether or not the feed mains are free from ob- struction and are adequate as they now stand for the present busi- ness, and for any increase in that business, I have divided the territory supplied with gas into twenty-two districts. This divi- sion was made with reference to the existing feed mains. These districts are as follows: 1. The territory bounded on the north by the city limits; on the east by Pine Street, included; on the south by Brook Street, Daleford Avenue and Hy- land Avenue, all included, and the prolongation of Hyland Avenue to the city limits; on the west by the city limits. 2. The territory bounded on the north and east by the . ‘Grand River; on the south by Jefferson Street, in- cluded; on the west by Pine Street, included from Jefferson Street to Brook Street but not included north of Brook Street. 3. 'The territory bounded on the north by Jefferson Street, not included; on the east by the Grand Rivb er; on the south by Genesee Street, included; on the west by Pine Street, included. 5. 7. 8. 3. The territory bounded on the north by the prolong- ation of Hyland Avenue to the city limits, and by Hyland Avenue, Daleford Avenue, and Brook Street, none included; on the east by Pine Street, not in- cluded; on the south by Genesee Street and South Genesee Street, both included; on the west by the city limits. The territory bounded on the north by Genesee Street, not included, and its prhlongation to the Grand Riv- er; on the east by the Grand River; on the south by Kalamazoo Street, included; on the west by Townsend Street and Seymour Street, both included. The territory bounded on the north by South Genesee Street and Genesee Street, neither included; in the east by Seymour Street and wansend Street, neither included; on the south by'Kalamazoo Street, included; on the west by the city limits. The territory bounded on the north by Kalamazoo Street, not included; on the east by Capitol Avenue, included, and the Grand River; on the south by the Grand River; on the west by Logan Street, included from the Grand River to Isaac Street and Pine Street, included, from Robert Street to Kalamazoo Street. The territory bounded on the north by the prolong- 9. 10. ll. 12. 13. ation of Kalamazoo Street and Kalamazoo Street, not included; on the east by Pine Street, not in- cluded from Kalamazoo Street to Robert Street, and Logan Street, not included from Isaac Street to the Grand River; on the south by the Grand River; on the west by the city limits. The territory bounded on the north by Kalamazoo Street, not included; on the east and south by the Grand River; on the west by Capitol Avenue not in- cluded. The territory bounded on the north by the city lime its; on the east by the city limits; on the south by Franklin Avenue, included; on the west by the Grand River. The territory bounded on the north by Franklin Ave- nus, not included; on the east by Clemons Avenue, not included; on the west by the Grand River. The territory bounded on the north by Saginaw Street, not included; on the east by Pennsylvania Avenue, included; on the south by Kalamazoo Street, included; on the west by the Grand River. . The territory bounded on the north by Kalamazoo Street, not included; on the east by Pennsylvania Avenue, included; on the south by the Cedar River; 14. 15. 16. 5. on the west by the Cedar and Grand Rivers. The territory bounded on the north by Jerome Street, included from Pennsylvania Avenue to Respital Street, and by‘fiichigan Avenue, included from.HOSpital to Regent Streets; on the east by lbspital Street, not included from the Industrial School to Wichigan Ave- nue, and Regent Street, included from.Michigan Ave- nue to the Grand Trunk railway tracks; on the south by those trails; on the west by Pennsylvania Ave- nue, not included. The territory bounded on the north by the line of the State Industrial School from.HOSpital Street to Clemons Avenue, and by Sheridan Street from Clemons Avenue to the city limits; on the east by the city limits; on the south by the Pere marquette railway tracks; on the west by Regent Street, not included from the Pere marquette railway tracks to Michigan Avenue, by Hbspital Street, included from.Michigan Avenue to the State Industrial School, and by Cle- mons Avenue from the southerly line of the School to Sheridan Street. The territory bounded on the north by the Grand Riv- er; on the east by Todd Avenue, included; on the 6. south by the New Yerk Central railway tracks and the city limits. There is also included in the dis- trict the consumption along Keores River Drive as far out as the Country Club. 17. The territory bounded on the north by the Grand and Cedar Rivers; on the east by the city lbmits; on the south by the city limits; on the west by Forest Ave- nue, included from the city limits to Mbunt pre Avenue, and ded Avenue, not included from.MOunt Rbpe Avenue to the Grand River, and by the Grand Riv- er. 18. The Greencroft subdivision. 19. East Lansing. 20. Grand Ledge. 21. Mason. 22. Belt. Having made this division, my next step was to obtain the ac- tual gas sales in each district for a definite period of time. I chose the month of November fer this, mainly, because it required the itemizing of twenty thousand customer accounts, and I could do it while securing further data. TABLE NO.I.--GAS SALES BY DISTRICTS (MONTH OF NOVEMBER,1927). (See following page). TABLE NO.I.- GAS SALES BY 7. DISTRICTS (XONTH OF NOVEMBflfiilgzz). District No. 1.---- Gas Sales, cu. ft. 1044.0 " 2. ----- " " " 1833.7 '7 30 '''' I! I I! 1067 04 " 4.----- " ' ” 2280.7 ” 5. ----- " " ” 6708.2 " 6. ----- ” ” ' 5596.3 " 7.----- " ' ' 1820.0 " 8.----- " ' " 3822.5 ” 9. ----- ' ' ” 949.7 " 10.----- ” " " 3680.1 ” ll.---- ” ” ' 3637.1 ” 12.----- ' ' ” 2718.1 " 13.--- ' ' ' 988.4 ' 140 ---- I! ll ' 3362 04 ' 15.---- " " ' 3951.0 ' 16.--- ' ” ” 2960.8 ” l7.----- ' " " 7358.8 ' 18.---- ” ” ' 436.2 " ~ l9.---- ' ' ' 4339.0 I 20...--- R I I 1144.3 ' 21.-.-- ' . . 62309 ' 22.--- " ' ' 1661.6 Total Sales, 61984.2 Due to the fact that a different number of hours are involved in arriving at the maxrmmm hourly demands, it is necessary to di- vide the sales into domestic and industrial sales. (See Table No.11 on the following page). 8. TABLE NO.II-DOMESTIC AND INDUSTRIAL SALES BY DISTRICTS. DISTRICTS DOMESTIC SALES INDUSTRIAL SALES M.CU.FT. H.CU.FT. NO. 10 104400 No. 2. 1833.7 No. 3. 1067.4 No. 4. 2280.7 No. 5. 5137.0 1571.2 No. 6. 5297.3 299.0 No. 7. 1418.3 401.7 No. 8. 3822.5 No. 9. 845.1 104.6 No.10. 3273.1 407.0 No.11. 3110.9 526.2 No.12. 2054.7 663.4 No.13. 98804 No.14. 3196.4 166.0 No.15. 3951.0 No.16. 2960.8 No.17. 4489.6 2869.2 No.18. 436.2 No.19. 3828.8 510.2 No.20. 1144.3 No.21. 623.9 No.22. 1661.6 TOTALS 54465.7 7518.5 Having compiled the sales by districts for the above-named period, my next step was to obtain from these sales, the maximum hourly demand fer gas in each district, since the size of the mains required to supply these districts depends upon this maxi- mum hourly demand. 9. From the pressure and holder observations taken during the months of October, November, December, 1927, January, February, March, and April, 1928, I obtained the maximum hourly rate of de- mand. This maximum rate I found to be 300,000 cubic feet per hour for the five-minute period between 11:25 AM. and 11:30 A.M. on February 21,1928. As this maximum hourly sendout includes both domestic and industrial sales, it is necessary to obtain the separate maximum hourly rate of sendout for each. To determine this, I took the max- imum hourly rate of sendout for industrial use as being 1/250 th of the total industrial sales during November. (There were 250 working hours in November.)This result is 30,000 cubic feet per hour, which leaves the maximum hourly rate of sendout for domestic m. as 270,000 cubic feet. The total domestic sales as shown by the division into districts are 54,465.711 cubic feet, which, divided by 270,000 cubic feet, gives a quotient of 201.5 hours of maximum domestic sendout. I then used this quotlent (201.5) to divide the total domes- tic sales in each district, in order to obtain the maximum hourly rate of demand for domestic business in that district; while the industrial sales in each district were divided by 250 to obtain the maximum hourly demand for industrial purposes. In the districts where there are both domestic and industrial sales, the two maxi- mum hourly rates have been added together to determine the com- bined maximum hourly rate. 10. The figures for the domestic and industrial maximum hourly rates of demand for gas as determined by the analysis described above, are given in the following table. TABLE NO.III - DOMESTIC AND INDUSTRIAL MAXBTUM HOURLY RATES OF DEMAND BY DISTRICTS. MAXIMUM HOURLY MAXIMUM HOURLY 'IOTAI. MAX. DISTRICT DOMESTIC RATE INDUSTRIAL RATE HOURLY RATE NO. 1. 5.16 5.16 no. 2. 9.10 9.10 NO. 5. 5.20 5.20 N0. 4. 11.52 11.52 NO. 5. 25.50 6.20 51.70 NO. 6. 26.50 1.20 27.50 NO. 7. 7.00 1.61 8.61 N0. 6. 19.00 19.00 NO. 9. 4.18 .42 4.60 N0.10; 16.20 1.65 17.65 N0.11. 15.45 2.12 17.55 60.12. 10.20 2.65 12.85 No.15. 4.91 4.91 NO.14. 15.60 .66 16.46 50.15. 19.60 19.60 No.16. 14.60 14.60 No.17. 22.50 11.47 55.77 N0.18. 2.17 2.17 N0.19. 19.00 2.04 21.04 N0.20. 5.66 5.66 no.21. - 5.09 5.09 No.22. 8.24 6.24 TOTAL 270.00 50.00 500.00 From a consideration and analysis of holder readings taken be- tween 0ctober,l927, and.may,1928, I have obtained a definite divi- sion of the gas leaving the works at the time of the maximum hourly demand, between low pressure, intermediate pressure, and All II" III III: Viv [All I ‘ high pressure feed mains. The following table shows the result of OECh test. TABLE NO.IV. - DIVISION OF GAS LEAVING HOLDER. ......__f DATE 11-28-27 Low Pressure 19.9% High and Intermediate Pressure 80.1% 12-15-27 Low Pressure 13.6% High and Intermediate Pressure 86.4% 2-13-28 Low Pressure 16.9% High and Intermediate Pressure 83.1% 2914-28 Low Pressure 20.0%» High and Intermediate Pressure 80.0% 2-15-28 Low and High Pressure 37.6% Intermediate Pressure 62.4% 2-16-28 Low and High Pressure 38.7% Intermediate Pressure 61.33 2-17-28 Low and Intermediate Pressure 78.9% High Pressure 21.13 2-20-28 Low and Intermediate Pressure 80.4% High Pressure 19.6% 2-21-28 Low Pressure 19.9% High and Intermediate Pressure 80.1% 2-27-28 Low and High Pressure 41.0% Intermediate Pressure 59.0% 2-28-28 Low and Intermediate Pressure 79.8% High Pressure 20.2% 3- 5-28 Low Pressure 19.87% High and Intermediate Pressure 80.13% 3-12-28 Intermediate Pressure 61.21% Low and High Pressure 38.79% 4- 9-28 Low Pressure 22.6% High and Intermediate Pressure 77.4% 4-16-28 Low Pressure 20.75% High and Intermediate Pressure 79.25% 4-24-28 Low Pressure 20.63% High and Intermediate Pressure 79.37% TABLE NO.V.- AVERAGE DIVISION OF GAS LEAVDIG HOLDER. IDW'PTBSBuIB ' 19.35% Intermediate Pressure ---- 60.62% High Pressure _ —— 20.03% Using the above figures to divide my maximum hourly sendout (300,000 cubic feet) into its various outputs, I derived the follow- ing: (See next page). 12. TABLE NO.VI - DIVISION OF'HEXIKUM HOURLY SENDOUT LEAVING HOLDER. Low Pressure Intermediate Pressure High Pressure --— 57.15 M. per hour — = 181.85 M. per hour 61.00 M. per hour Low pressures in this report shall be taken as pressures not in excess of ten (10) inches of water. Intermediate Pressures shall be taken as those not in excess of seven (7) pounds gage. High pressure Shall be taken as any pressure in excess of seven (7) pounds gage. TABLE NO.VII.- DIVISION OF GAS BY PRESSURES MAXIMUM HOURLY RATE TOTAL GAS CARRIED BY LOW PRESSURE CUBIC FEET CUBIC FEET MAINS All of district no. 1 5,180 All of district no. 2 9,100 Part of district no. 3 4,000 Part of district no.10 9,930 Part of district no.11 5,570 Part of district no.12 1,290 Part of district no. 4 10,000 Part of district no. 5 8,000 Part of district no. 6 4,080 W 13. TABLE N0.VII - DIVISION OF GAS BY PRLSSURES (CONTINUED). GAS CARRIED BY HIGH PRESSURE MAINS All All All All All All of district of district of district of district of district of district no.20 no.2]. 110022 no. 15 no.19 no.18 Part of district no.6 Part of district no.7 Part of district no.3 GAS CARRIED BY INTER- MEDIATE PRESSURE MAINS CUBIC FEET 5,660 5,090 6,240 19,600 21,040 2,170 670 60 450 MAXIMUM HOURLY RATE TOTAL CUBIC FEET Part Part Part Part Part Part Part Part All All All A11 All All of of of of of of of of district district district district district district district district of district of district of district of district of district of district no.6 no.7 no.3 no.10 no.11 no.12 no.4 no.5 no.8 no.9 no.13 no.14 no.16 no.1? 22,750 8,550 750 7,900 x 11,960 11,560 1,520 25,700 19,000 4,600 4,910 16,460 14,600 55,770 “ L1 12".. 61,000 ‘1‘... K .r‘-.- .- 161,650 14. There are losses of pressure in the mains of each system, caused by the carrying of the gas at the rates given above. These losses have been calculated and the results compared with the pres- sures as observed during the pressure survey. The computations were solved by Discharge where "d" I" I) ll 39 ”w" .c” the us in cub equals equals equals equals equals equals The calculations 6 of Professor Polo's formula. 5' .. 10 feet per hour equals z c\fd *fl/o diameter of pipe in inches;’ 1 X W“ initial pressure in inches of water; terminal pressure in inches of water; length of pipe in yards specific gravity of gas when air equals one, (used .555) constant varying from 1000 to 1400 (used 1400). 52') ___‘ for the low pressure mains are given below. All of the gas supplied to the low pressure system has to be carried to Willow Street under the following conditions: .CU.FT. SIZE 013‘ LOSS or PER PIPE IN DISTANCE PRESSURE HOUR INCHES IN FEET IN INCHES Workds outlet to Willow Street 57,150 16 1000 .28 Here there will be taken off gas for dist.#1 5180 dist.#4 19M 15,180 Leaving to be car- ried to Chestnut Street 41,970 16 200 .03 Here there will be taken off gas for Chestnut Street north of Willow 100 Leaving to be car- ried to Walnut St. 41,870 16 350 .053 15. CU.FT. SIZE OF DISTANCE LOSS OF IEQE PIPE IN IN; PRESSURE HOUR INCHES FEET IN INCHES 41,870 Here there will be taken off gas for Walnut St. north of Willow and for Edmore and Pleasant 120 41,750 16 425 .065 Leaving to be car- ried to Seymour St. 41,750 Here there will be taken off gas fer part of dist.#1o 5,000 Leaving to be car- ' ried to Capitol 36,750 16 425 .048 Here there will be taken off gas for the east end of Willow Street 100 Leaving to be car- ried to Franklin ._36,650 _16 400 .045 Totals . 2700 .521 According to the pressure survey of.lpri1 16,1928, between 11:35 A.M. and 11:40 A.I~'I., the pressure at the plant was 8.0 inches and the pressure at the corner of Grand River and Capitol Avenues was 7.4 inches, or a loss of 0.6 inches with 51,360 cubic feet of gas passing through the main. Our actual loss in pressure from the works outlet to Willow Street (11:35 A.M.-11:40 A.H.,April 16,1928) was 0.4 inches of water, while the computed drpp under maximum.conditions was 0.28 inches, and the computed drOp under conditions of April 16,1928 (51,360 cubic feet per hour) was 0.25 inches. 16. The difference between these pressure drops represents a steppage in the sixteen inch line from the works outlet to Wil- low Street, This brings the line is At the and should be deducted from.the total observed drOp. the observed drop to 0.45 inches, and shows me that clear from Willow Street to Grand River Avenue. corner of Grand River'and Capitol Avenues, the gas is split up into two streams, one going south along Capitol Avenue through a ten inch main, and the other going east along Grand Riv- er Avenue through a six inch main. The main running south will carry gas for Part of district #2 Part of district #5 Part of district #5 Part of district #6 under the following conditions: Tb be carried to Kilborn Street Here there will be taken of 4000 cu. ft. feeding district #2 Leaving to be car- ried to Jefferson CU.FT. SIZE OF DISTANCE LOSS OF PER PIPE IN IN. PRESSURE HOUR INCHES FEET IN INCHES 24,860 10 1000 0.52 part of 4,000 20,860 10 500 0.20 17. CU.FT. SIZE OF DISTANCE LOSS OF PER PIPE IN IN; PRESSURE HOUR INCHES Lg FEET IN INCHES Tb be carried to Jefferson St. 20,860 10 500 0.20 Here there will be taken off the bal- ance of dist.#2 4,780 Leaving to be car- ried to Radison St. 16,080 10 ' 450 0.11 Here there will be taken off gas for part of dist.#3 2,000 -Leaving to be car- ried to Saginaw 14,080 10 500 0.09 Here there will be taken off gas for the rest of diet. #3 - 2,000 Leaving to be car- ried to Lapeer St. 12,080 10 350 0.045 TOTALS 2800 0.965 Beyond this point there will be no appreciable drOp. The to- tal distance from the works is 5500 feet, and the total calculated loss of pressure, 1.486 inches. The observed loss, as shown by the pressure readings of April 16 and April 24, is 2.10 inches. On April 24 we were delivering 57,024 cu.ft. of gas through the low pressure main during our peak load between 11:35 ATM. and 11:40 A.M. Using our computed dr0p plus the 0.15 inches loss 18. we have discovered between the plant and Willow Street, we should obtain at this time a pressure of 7.329 inches at Grand River Ave- nue and Capitol Avenue. The next observed pressure (Ellborn St. and Capitol Ave.) was 6.2 inches or a loss of 1.129 inches. The computed loss at this point was 0.52 inches, or a difference of 0.609 inches. There is no doubt but that we have a stOppage at this point, and from Kilborn Street on, the main is apparently clear. The main running east on Grand River Avenue will carry gas fer Part of district filo Part of district #11 Part of district #12 under the following conditions: CU.FT. SIZE OF DISTANCE 1088 OF PER PIPE IN ‘IN. PRESSURE HOUR INCHES FEET IN INCHES Tb be carried a- long Grand River Avenue East 11,790 6 There will be taken off along Grand River Ave. 2,470 Leaving to be car- ried to Cedar St. 9,520 6 1701 1.7 Here there will be taken off gas for districts #11 and 12 6,860 Leaving to be car- ried to High St. 2,460 6 1800 0.13 TOTALS 3501 1.85 19. The total distance is 3501 feet and the total calculated pressure drOp, 1.83 inches. The total observed drop was 2.9 inches, while the difference in the calculated and observed drOps between Capitol Avenue and Cedar Street was 0.4 inches. This is due to the fact that on May first when these pressures were taken, our maximum.hourly sendout was 232,800 cubic feet, or about 77% of the maximum.upon which all calculations are based. This makes the sendout in the Grand River main 7,160 cubic feet per hour instead of 9,320 cubic feet per hour, bringing the calculated drop to 1.0 inches. I believe that the remaining difference of 0.3 inches shows that our assump- tion of gas taken off along Grand River Avenue is wrong, rather than that we have a st0ppage. The increasedcir0p to High Street shows that the intermediate governor at Cedar Street is properly set to take care of only such load as cannot be handled by the low pressure. ’ As a result of this survey of the low pressure main, I have disclosed the fact that there are two steppages in the system, but, other than these, that the line is clear as far as can be determined, and it is of ample size to handle its present load. 20. The condition of the intermediate main was next checked in a similar manner, but with the use of Dr.Pole's second formula. Discharge cubic feet per hour at atmos- equals 35.5 pheric pressure g_“x Vw/ where 'd' equals diameter of pipe in inches; ”p" equals absolute initial pressure in pounds per I square inch; '3: equals absolute terminal pressure in pounds per square inch; "L” equals length of pipe in miles; "w" equals specific gravity of the fluid when air : 1. This main carries a pressure of six pounds gage at the plant during the maximum.load, and delivers gas into the low pressure system through district governors. The conditions are as fellows: CU.FT. DISTANCE DIAMETER PRESSURE [PER IN_ OF PIPE 'IN HOUR FEET MILES IN INCHES POUNDS Leaving plant 181,850 0 0.00 12 5.34 Plant to Wil- 12 5.09 low Street 181,850 800 0.15 Here the gas is split up into two streams; one going South on Pine Street through a ten inch main; and the other going East on Willow Street through a ten inch.main. The main running South on Pine Street will carry gas for the ‘fbllowing districts: District #4 ---—--------- 1320 cu.ft.per hr. District 53 — - 750 District #6 — — 22750 District #5 =—= 23700 District #8 - --------- 19000 District #7 - ----------- 8550 District #9 —— -- 4600 33833 District #16 — 21. "' 14600 cu.ft.per hr. District #17 - ----------- 33770 cu.ft.per hr. The conditions are as fbllows: CU.FT. DISTANCE DIAMETER PRESSURE PER .IN’ OF PIPE !3[ HOUR FEET XILES IN INCHES POUNDS West Willow to Ionia Street Governor 129,040 4200 0.795 10 3.34 Here there is taken off 48,520 Leaving to be carried to Wil- liam.Street Tee 80,520 4300 0.815 10 2.59 Here there is taken off for Isaac St. Gov. 32,150 300 0.057 10 2.58 Leaving to be carried to tee , across river 48,370 2800 0.530 10 2.41 From this point there is carried to the governor at Logan and Britten Streets 10,000 2200 0.417 6 2.33 Leaving to be carried to Davis Street Tee 38,370 1000 0.190 10 2.37 From.Davis St’ Tee there iscar- ried to the Spar- row St.Governor 26,900 900 0.170 8 2.31 Leaving to be carried from the Davis St. Tee to the Rec Governor 11,470 1900 0.360 10 2.36 II. {It ll l [11" Ii.‘ (III I | fllr 22. The main running East on Willow Street will carry gas for the following districts: District $10 = 7900 cu.ft.per hr. District #11 ------------ 11980 " " District #12 ------------ 11560 ' " District #13 ----: ------- 4910 " ” District #14 --- - 16460 ' ” The conditions are as follows: CU.FT. DISTANCE DIANZTER PAESSURE PER IN_ 0F PIPE IN; HOUR FEET MILES IN INCHES POUNDS Willow St.Tee to Cedar St. Governor 52,810 3800 0.72 10 4.83 Here there will be taken off 24,880 Leaving to be carried to Beech St. Governor 27,930 6600 1.25 10 4.71 The accompanying table shows camparative results between ob- served and computed pressures in the intermediate system. OBSERVED COMPUTED OBSERVED COHPUTED Station PRESSUEE PRESSURE DROP DROP Plant 5.34 5.34”}agc Ioni. 8t.Gov. 4.07 (P1,— 3.34 1.27 2.00 Nilliam.St.Tee 3.38 2.58 .69 .76 Logan and Britten Gov. 2.84 2.33 -—- ---- Davis St.Tee 2.89 2.37 --- ---- Ree Governor 3.14 2.36 .24 .22 It will be noted here that the actual observed pressure is higher than the computed pressure. This is because the maximum intermediate sendout on this day was 153,000 cubic feet per hour, lllr [I III: I l l l .III. III I I 'I|I|I 1| 23. while the computed pressure was for the yearly maximum,or 181,850 cubic feet per hour. The lines are apparently clear and able to handle the present maximum.load. I will next take up for consideration the high pressure sys- tem. In making my calculations, I have used the same formula as in figuring the intermediate system. The high pressure system.at the present time consists of a six inch line running south from.the plant across the city, and on to Belt and mason..A six inch branch is taken off at Saginaw Street and runs east to Larch Street where it is reduced to feur inches and runs on to East Lansing. Another six inch branch runs West from Shiawassee Street to Grand Ledge. The 1927 maximum of 61,000 cubic feet per hour is delivered I from the plant under the following conditions: CU.FT. 0113mm? DISTANCE PRESSURE PER 0F PIPE 31 IN POUNDS HOUR IN moms m'r MILES GAGE Plant 61 ,000 6 ---- ----- 30 .000 Plant to Saginaw 61,000 6 3900 0.738 26.893 Here the gas is split into two streams;one going east on Saginaw Street through a six inch line; the other going south on Chestnut Street through a six inch line. The line going south on Chestnut Street is as follows: lalllllill .Ll’ll- l \.nl .r ‘ l I I ll" 24. CU.FT. DIAMETER DISThNCE PRESSURE PER 0F PIPE IN_ IN POUNDS HOUR IN INNHES FEET ‘MILES GAGE Saginaw St.to ‘ Shiawassee St. 19,850 6 1200 0.228 26.786 Shiawassee St. to Olds Tee 13,560 6 5280 1.000 26.560 Olds Tee to ° Rockford Road 13,500 6 7200 1.360 26.260 Rockford Road to Eblt 11,330 6 ---- 7.000 25.136 Helt to Mason 3,090 6 ---- 5.500 25.070 The main running west on Shiawassee Street will carry 6,350 cubic feet of gas per hour under the following conditions: Chestnut St. to Durant 6,350 6 4800 0.910 26.340 Durant to Grand Ledge 5,680 6 ---- 10.500 25.924 The main running east on Saginaw Street will carry 41,090 cu. ft. of gas under the following conditions: Chestnut St. to Lawrence Baking Comrany Lawrence Baking Co.to Penn.Ave. and Jerome St. Penn.Ave. and Jerome St.to Horton and Mich. Hbrton and Mich. Ave.to Harrison Rd.East Lansing 41,090 52,340 26,690 21,040 4100 2900 4000 8500 0.777 0.550 0.758 1.610 26.054 19.840 11.390 00.000 25. It will be noted that, in the case we have taken, the pressure drape to zero before it reaches East Lansing. To account for this I will say that the actual load at any one time on the line is probably not exactly as I have assumed. For instance, at the time of peak load in East Lansing, the Lawrence Baking Company 13' practically shut down, and probably during the meal hours, the college is not using a great deal of gas. However, there are times when this condition of low pressure actually takes place, and it is necessary to raise the pressure at the plant to forty pounds to handle the load. Ordinarily the lines will handle their present loads. This completes my analysis and examination of the gas system as it stands today. My next step will be to prophecy and estimate the growth of the system in Lansing and its environs in the next ten years, and to show wherein the present system will have to be enlarged to handle that growth adequately. 26. In order to determine the probable future demand for gas in various parts of the territory which we serve, I have made an exam- ination of the extent to which each of the twenty-two districts is built up, and of the possibilities of future growth in the dis- tricts in which there is room for such growth, as well as in out- side territory which we expect to serve. My investigation has included a personal examination of the territory itself, and also an inspection of an insurance atlas of Lansing and East Lansing, which has been corrected to December, 1927, and which has in it all buildings in existence at that time. This examination shows that districts 2,3,5,9, and 12 are practi- cally completely built up, and that districts 7 and 13 are nearly built up. There is possibility for growth in districts l,4,6,8, 10,11,14,15,16,17,18,19,20,21, and 22. As a result of this exam? ination and of much thought given to the subject, I have concluded that the greatest percentage of growth will take place in the various ends of the city that lie in districts 1,4,6,8,10,15,16, 18,and 19. To obtain a foundation upon which to base future predictions, I have gone back to the records of 1920, and have analyzed the sales, dividing the domestic and industrial sales each into the districts heretofore named. 27. TIBLE N0.VIII-D0lmSTIC SALES BY DISTRICTS FOR 1920 AND 1921, THEIR DIFFERENCE AND PERCENT OF DIFFERENCE. DISTRICTS DOMESTIC SALES DCEIESTIC SALES DOMESTIC % INCREASE {.C.F.- 1920 MQC.F.' 1927 DIFF. 0R DECREASE NO. 1 638.2 1044.0 405.8 63.6 NO. 2 1675.9 1833.7 157.8 9.4 NO. 3 1311.6 1067.4 (244.2) (18.6) Nb. 4 1448.7 2280.7 832.0 57.5 NO. 5 4685.4 5137.0 451.6 9.6 - NO. 0 4052.9 5297.3 1244.4 3007 NO. 7 1506.1 1418.3 (87.7) (5.8) NO. 8 2781.5 5822.5 1041.0 37 .4 Nb.9 1150.7 845.1 (305.6) (26.5) No.10 2079.5 3273.1 1193.6 57.4 NO.11 2192.1 3110.9 918.8 41.9 No.12 3080.8 2054.7 (1026.1) (33.2) NO.13 964.2 988.4 24.2 2.5 No.14 2100.3 3196.4 1096.1 52.2 No.15 1714.1 3951.0 2236.9 131.0 No.16 974.4 2960.8 1986.4 204.0 NO.17 3611.6 4489.6 878.0 24.3 No.18 125.0 436.2 311.2 249.0 NO.19 1406.5 3828.8 2422.3 173.0 No.20 1144.3 1144.3 No.21 623.9 623.9 No.22 1661.6 1661.6 37499.5 54465.7 (Figures in parentheses denote loss). Fbr Table No.IX, see following page. DISTRICTS INDU8TRIAL SALES INDUSTRIAL SALES M.C.F.- 1920 28. TABLE NO.IX - INDUSTRIAL SALES BY DISTRICTS FOR 1920 AND 1927, EEEIR DIFFERENCE AND PERCENT OF DIEFERENCE. M.C.F.- 1927 EIDUSTRIAL 1% INCREASE DIFFERENCE 0R DECREASE NO. 5 N00 6 No. 7 No. 9 No.10 No.11 No.12 No.14 ‘ No.17 No.19 ‘224.0 1571.2 , 299.0 889.4 401.0 104.6 407 .0 192.7 526.2 665.4 166.0 7541.6 2869.2 310.2 8847.7 7518.5 1547 .2 600 .0 299.0 (488.4) 104.6 407.0 555.5 665.4 166.0 (4672.4) 510.2 (54.8) 174.0 (62.0) (Figures in parentheses denote 108863). TABLE NO4X- POPULATION OF LANSINQ,EA3T LANSINC,AND SUBURBS AS SEOKN BY CITY DIRECTORY FOR 1920 AND 1927 INCLUSIVE.. YEAR POPULATION DIFFERENCE 1920 71,739 1921 68,800 (2939) 1922 74,794 5994 1923 82,170 7376 1924 86,000 3830 1925 86,922 922 1926 90,956 4034 1927 95,877 2921 1928 97,877 4000(Bst.) Total 26138 Awerage yearly _ increase ---------- 5267 (Figures in parentheses denote loss)._ 29. TABLE NO.XI-NUMBER OF PHONES AND POPULATION PREDICTED BY TELEPHONE COMPANY. POPULATION RATIO TO TELEPHONES,5 T011. YEAR TELEPHDNES POPULATION DIFFERENCE 1929 16,900 84,500 1950 17,750 88,750 4,250 1951 18,750 95,750 5,000 1952 19,800 99,000 5,250 1955 20,800 104,000 5,000 1954 21,900 109,500 5,500 1955 25,000 115,000 5,500 1956 24,500 122,500 7,500 1957 25,500 127,500 5,000 1958 26,500 152,500 5,000 Tbtal 48,000 Average yearly increase---------- 5,333 TABLE N0.XIIJYEARLY GAS SALES,1923 TO 1928 INCLUSIVE. YEAR GAS SALES DIFFERENCE 1925 654,400,000 C.F. 1924 677,600,000 25,200,000 0.1. 1925 705,058,000 25,l38,000 1926 740,454,600 57,596,600 1927 751,978,000 11,525,400 1928 779,700,000 27,722,0091Est.) Tbtal 125,300,000 Average yearly increase=—=-- 25,060,000 There were 21,009 meters in 1927. The gas sales in 1927 were 751,978,000 cubic feet. 751997849100 _ 55,800 Gaeused per meter in 1927. 21,009 '— The average yearly increase is 25,060,000 cubic feet. The gas used per meter is 35,800 cubic feet. (1927) 25,060,000 .. 700 Annual'meter increase for 1927. 35,800 " The pOpulation in 1927 according to the directory was 93,877. 95.877'-’ 4.46 Population per meter. 21,009 - 700 x 4.46 I 3120 Average increase in p0pulation over five year period. This checks very closely with city directory figure which is 3267. The 1928 city directory census figure is somewhat higher than the 1929 telephone census figure. Tb check the two, I de- ducted 9000 from the directory figure fer pOpulation of East Lan- sing and Lansing suburbs; then added 3500 fer an additional year's growth. This makes the directory figure 92,377 in 1929, while the telephone figure is 84,500. In arriving at an average figure for increase in pepulation for the next ten years, I believe that it will be necessary to average the three average figures arrived at separately; that is, the average increase in pOpulation for the past eight years by actual count, plus the average increase in pepulation for the past years arrived at through increase in gas sales, plus the average increase in population fer the next ten years predicted by the Telephone Company, divided by three. Average yearly increase by census 3,267 Average yearly increase by gas sales 3,120 Average yearly increase by telephone prediction 5,333 Total 11,720 Average 3,907 31. The pOpulation for Lansing, East Lansing, and suburbs for the ~coming ten years will then be as follows: YEAR POPULATION 1927 95,877 1928 97,784 1929 101,691 1950 105,598 1951 109,505 1952‘ 115,412 1955 117,519 1954 121,226 1955 125,155 1956 129,040 1957 152,947 By starting with the 1927 directory figure of 93,877, and by using the average figure of 3,907, I have estimated the population for the year 1937 to be 132,947. This estimate is slightly in ex- cess of that predicted by the telephone comggny which is 127,500, and is a total increase of 39,070. Assuming that our figure of 4.46 people per gas meter will remain the same, then, by dividing 39,070 by 4.46, we obtain a dividend of 8,800, which represents the increase in meters over the ten year period between 1927 and 1937. This increase multi- plied by the gas used per meter (35,800) gives me the increase in sendout during that period. 55,800 C.F. x 8,800 : 515,040,000 cubic feet increase in sales over ten year period. 751,978,000 sales in 1927 315,040,000 sales increase 1,067,018,000 sales in cubic feet in 1937. 32. The sales for November,l927 (61,984,200 C.F.) were 1 of 12 .13 the total sales for 1927. l x 1,067,018,000 cu.ft. ‘5; 87,800,000 cubic feet 12.13 sales in November 1937. The industrial sales for November,1927 were 1 of the ‘ 8.23 total sales, and I will assume that they till remain at that fig- ure. Then, 87,800,000 2: 10,650,000 cu.ft. of industrial gas 8.23 sales in November,1937. 87,800,000 cu.fte-'10,650,000 cu.ftsz: 77,150,000 cubic feet of domestic gas sales in November,1937. The following two tables, No.XIII and No.XIV, show the in- creases and percentages of increase of industrial and domestic gas sales in November,l937 over November,l927. TABLE NO.XIII-INCREASE AND PERCENT OF INCREASE OF INDUSTRIAL SALES IN NOVEMBEB,1937 OVER NOVEMBEBJIQZVo DISTRICT IND.SALES INCEE.3E IN PERCENT OF IND. SALES NOV.1927 SALES,NOV. INCREASE NOV. 1957 1957 OVER '27 NOV.'37 No. 5 1571.2 500.0 51.8 2071.2 No. 6 299.0 200.0 66.8 499.0 No. 7 401.7 100.0 24.9 501.7 No. 9 104.6 50.0 47.8 154.6 No.10 407.0 100.0 24.5 507.0 No.11 526.2 18.5_ 5.5 544.7 No.12 665.4 1500.0 226.0 2165.4 No.14 166.0 0.0 0.0 166.0 No.17 2869.2 465.4 16.2 5555.7 No.19 510.2 200.0 59.2 710.2 TOTALS 7518.5 5152.0 10650.5 33. TABLE NO.XIV‘INCREASE AND PERCENT OF INCREASE OF DOMESTIC SALES IN NOVEHBER 1937 OVER NOVEMBER 1927. DISTRICT DOM.SALES % INCREASE INCREASE DOM. SALES NOV.1927 NOV.'37 OV- NOV.'37 OV- NOV.1937 MIC.F. ER NOV.'27 ER NOV.'27 ESTIMATE h.C.F. No. 1 1044.0 60.0 628.0 1672.0 No. 2 1833.7 10.0 183.4 2017.1 No. 3 1067.4 0.0 0.0 1067.4 No. 4 2280.7 50.0 1140.0 3420.7 No. 5 5137.0 10.0 513.4 5640.4 No. 6 5297.3 30.8 1631.3 .6928.6 No. 7 1418.3 0.0 0.0 1418.3 No. 8 3822.5 56.0 2145.0 5967.5 No. 9 845.1 0.0 0.0 845.1 No.10 3273.1 60.0 1965.0 5238.1 No.11 3110.9 .40.0 1244.0 4354.9 No.12 2054.7 10.0 205.2 2259.9 No.13 988.4 2.0 19.7 1008.1 No.14 3196.4 40.0 1280.0 4476.4 No.15 3951.0 75.0 2960.0 6911.0 No.16 2960.8 75.0 2220.0 5180.8 No.17 4489.6 25.0 1122.4 5612.0 No.18 436.2 150.0 654.3 1090.5 No.19 3828.8 100.0 3828.8 7657.6 No.20 1144.3 20.0 228.8 1373.1 No.21 623.9 10.0 62.4 686.3 No.22 1661.6 39.2 652.6 2314.2 54465.7 - 22684.3 77150.0 TNBLE N04XV¥ESTIHATEDZMAIITUMTHOURLY INDUSTRIAL DEMAND RATE NOVEMBER , 19 57 . DISTRICT IND .MAXJIRLY. SIZINOREASE INDJAAXJERLY. RATE,NOV.'27 NOV.'37 ove RATE,NOV.1937 14.0.1". ER 33mm? M.C.F. No. 5 6.20 31.80 8.17 No. 6 1.20 66.80 2.02 No. 7 1.61 24.90 2.01 No. 9 .42 47.80 .62 No.10 1.65 24.50 2.05 No.11 2.12 5.50 2.20 No.12 2.65 226.00 8.65 No.14 .66 0.00 .66 No.17 11.47 16.20 15.55 No.19 2.04 59.20 2.85 TABLE NOJWI -ESTII.IATE.D :81}: 13.3731! HOURLY DOILSTIC RATE, NOVEEER , 19 57 . DISTRICT D03.=I.I-.'AX.}§’.LY. EST.‘,E'> INC . DONNEXJEILY. RATE,N0V.'27 NOV.'37 OV- RATE,NOV.1937 N;C.F. ER N0V.1927 E.C.F. No. 1 5.18 60.0 8.29 No. 2 9.10 10.0 10.00 No. 5 5.20 0.0 5.20 No. 4 11.52 50.0 16.98 No. 5 25.50 10.0 28.05 No. 6 26.50 50.8 54.40 No. 7 7.00 0.0 7.00 No. 8 19.00 56.0 29.65 No. 9 4.18 0.0 4.18 No.10 16.20 60.0 25.92 No.11 15.45 40.0 21.60 No.12 10.20 10.0 11.22 No.15 4.91 2.0 5.89 No.14 15.80 40.0 22.12 No.15 19.60 75.0 54.50 No.16 14.60 75.0 25.55 No.17 22.50 25.0 27.88 No.18 2.17 150.0 5.45 No.19 19.00 100.0 58.00 No.20 5.68 20.0 6.82 No.21 5.09 10.0 5.40 No.22 8.24 59.2 11.47 383.35 TABLE NO.XVII-TOTAL MAXINUM HOURLY RATE OF SZBQOUT,NOVEL ER,1937. DISTRICT TOTAL SALES TOTAL MAKE-TUE: HR. N0VII.:BER,1957 RATE,NOVEI:8ER,1957 M.C.F. M.C.F. No. 1 1672.0 8.29 No. 2 2017.1 10.00 No. 3 1067.4 5.20 No. 4 3420.7 16.98 No. 5 7711.6 36.22 No. 6 7427.6 36.42 No. 7 1920.0 9.01 No. 8 5967.5 29.65 No. 9 999.7 4.80 No.10 5745.1 27.95 No.11 4899.6 23.80 No.12 4423.3 19.87 No.13 1008.1 5.89 No.14 4642.4 22.78 No.15 6911.0 34.30 No.16 5180.8 25.55 No.17 8945.7 41.21 No.18 1090.5 5.43 No.19 8367.8 40.85 No.20 1373.1 6.82 No.21 ‘ 686.3 3.40 No.22 2314.2 11.47 87800.0 425.89 Having obtained the probable maximum hourly rate of demand for each district in the territory in 1937, the division of this demand between each of the different transmission systems has been made on the basis of our present division; that is, 20.03 % of the gas is carried by the high pressure system, 19.35% is carried by the low pressure system, and 60.62% is carried by the intermediate pressure system. 36. In 1927, the low pressure system carried 57,150 cu.ft.per hr. 57,150 plus 19,840 = 76,990 cu.ft.per hr. of gas to be carried in 1937 by the low pressure system. 105,450 plus 76,990 = 180,440 cu.ft.per hr. for combined high and low pressure sendout, in 1937, leaving to be carried by the intermediate system, 245,450 cu.ft.per hr. The division of gas leaving holder in November,l937, if pre- sent system of distribution is maintained, is shown by the follow- ing table. TmBLE NO.XVIII-DIVISION OF GAS LEAVING HOLDER BY PRESSURES, NO‘FJIBm J1937 . GAS CARRIED BY LOT CUBIC FEET PER HOUR PRESSUREiMAINS All of district no.1 8,290 All of district no.2 10,000 Part of district no.3 4,000 Part of district no.10 14,930 Part of district no.11 7,570 Part of district no.12 1,290 Part of district no.4 12,830 Part of district no.5 10,000 Part of district no.6 8,080 , Total 76,990 cu.ft.per hr. (For intermediate and high pressure mains, see following page.) 57. TABLE NO.XVIII-DIVISION OF GAS LEAVII'IG HOLDER BY magmas, NOVEEBER , 19371 CONTINUED); GAS CARRIED BY INTER- LflDL’IE 13111338an MAINS CUBIC FEET PER HOUR Part of district no.6 27,670 Part of district no.7 8,950 Part of district no.3 750 Part of district no.10 13,020 Part of district no.11 16,230 Part of district no.12 18,580 Part of district no.4 17685 4150 Part of district no.5 26,220 All of district no.8 29,650 All of district no.9 4,800 All of district no.13 5,890 All of district no.14 22,780 All of district no.16 25,550 All of district no.17 41,210 Total 2457458 2+5; 45o GAS CARRIED BY HIGH PRESSURE MAINS Part of district no.3 450 Part of district no.6 670 Part of district no.7 60 All of district no.15 34,300 All of district no.18 5,430 All of district no.19 40,850 All of district no.20 6,794 All of district no.21 3,400 All of district no.22 11,470 Tbtal 103,450 TABLE NO.XIX-AVLRAGE DIVISION OF GAS LEAVING HDLDER,NOVEXBERLI937. High pressure ------- - ------------- 24.3% Low pressure 9- -------- - 18.1% Intermediate Pressure ------------- 57.6% Then, 425.89 I 20.03 :- 85.2 M.C.F.per hr. 425.89 x 19.35 = 82.3 M.C.F.per hr. 425.89 x 60.62 = 258.39 l.f.C.F.per hr. To check these figures I have totaled the in the high pressure districts and find them to District #15 ----------------- 14,700 District #19 = 19,810 District #18 -=— --— 3,260 District #20 —— —- - 1,114 District #21 - ---------------- 310 District #22 — 3,250 38. high pressure low pressure intermediate pres- sure. increases in demand be as follows: cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. 42,450 In 1927 the high pressure system carried 6 61,000 plus 42,450 = 103,450 cu.ft.pe buted by high pressure in 1937 in Lansing, East This shows me that my assumption regarding divi wrong. It is not so simple to segregate the incre cu.ft.per hr. 1,000 cu.ft.per hr. r hr. to be distri- Lansing, and suburbs. sion of demand is sees in the low pressure system on account of its being interconnected with the intermediate system. * s follows: cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. cu.ft.per hr. Increases in the low pressure system.are a District # 1 - - -- —— —— 3,110 District # 2 — — — 900 District # 4 — - ~ w—= 2,830 District # 5 --- 2,000 District # 6 4,000 District #10 --= 5,000 District #11 r 2,000 19,840 cu.ft.per hr. I“Note: The increase in low pressure in the districts was obtained by alloting the total increase, shown on page 36, among them ac- cording to their possibilities for expansion. 39. In addition to this, there will be gas carried by high pres- sure fer the new main now being constructed between Lansing and Howell and the intervening territory;a new main to be constructed in 1929 to Charlotte and its intervening territory;and probably a main will be eventually constructed to St.Iohns. *I will estimate the rates on these lines to be as follows: District No.23 City limits. East Lansing to Hewell,inclusive 30.0 Mtcu.ft.per hr. District No.24 City limits Lansing to Charlotte,Eaton Rapids,inc. 15.0 M.cu.ft.per hr. District No.25 City limits Lansing to St.Johns, inc. ' 5.0 M.cu.ft.per hr. 50.0 M5cu.ft.per hr. 103,450 plus 50,000 = 153,450 cu.ft.per hr. of gas to be carried in November,l937 by high pressure mains. The losses of pressure in the mains of each system, caused by carrying the gas at the above rates, have been calculated to see whether or not the mains have sufficient capacity to handle the estimated 1937 load. The calculations fer the low pressure mains are given below. All of the gas supplied by the low pressure system has to be car- *N0te: Estimates of consumption at St. Johns and Howell are based 'on an actual count of homes. Charlotte estimate-is based on actual Operation of Charlotte Plant. Works outlet to Willow Street Here there will be taken off gas fer Dist.§l 8290 Dist.#4 12830 Leaving to be car- ried to Chestnut Street Here there will be taken off gas for Chestnut Street north of Willow Leaving to be car- ried to Walnut St. Here there will be taken off gas for walnut St. north of Willow St. and fer Edmore and Pleasant Streets Leaving to be car- 40. ried to Seymour St. 55,650 Here there will be taken off gas for part of Dist.§10 Leaving to be car- ried to Capitol Here there will be taken off gas for the east end of Willow Street Leaving to be car- ried to Grand Riv- er Avenue CU.FT. SIZE OF LOSS OF PER PIPE IN DISTANCE 29233022 HOUR INCHES IN FELT IN INCHES 76,990 16 1000 0.52 21,120 55,870 16 200 0.055 100 55,770 16 550 0.090 120 16 425 0.12 6,000 47,650 16 425 0.080 100 47,550 16 400 0.069 41. At the corner of Grand River and Capitol Avenues, the gas is split up into two streams; one going south along Capitol Avenue through a ten inch main, and the other going east along Grand Riv- er Avenue through a six inch main. The main running south will carry gas for Part of district no.2 Part of district no.3 Part of district no.5 Part of district no.6 under the following conditions: CU.FT. SIZE OF LOSS OF PER PIPE IN DISThNCE PRESSURE HOUR INCHES IN FEET IN INCHES Tb be carried to Kilborn Street 31,760 10 1000 0.93 Here there will be taken off 4900 cu. ft. feeding part of district no.2 4,900 Leaving to be car- ried to Jefferson 26,860 10 500 0.33 Here there will be taken off the bal- ance of dist.no.2 4,780 Leaving to be car- ried to Madison ST. 22,080 10 450 0.20 Here there will be taken off gas for part of dist.no.3 2,000 Leaving to be car- ried to Saginaw 20,080 10 500 0.20 Here there will be taken off gas for the rest of dist. no.3 2,000 ‘ Leaving to be car- ried to Lapeer St. 18,080 10 350 0.12 42. CU.FT. SIZE OF 1033 OF 223. PIPE IN DISTANCE PRESSURE HOUR INCHES IN FEET IN INCHES It will be nec- essary to carry the gas at least another 1000 ft. in order to feed into diste.#5 and 6 18,080 10 1,000 0.30 The total distance from the plant is 6500 feet, and the total drOp is 2.904 inches. If we have an initial pressure of 8.0 inches at the plant, our working pressure as we enter districts #5 and #6 is 5.2 inches, and it is certain that the observed pressure will be less. This is ample working pressure at this point. Hewever, if the load increases beyond my estimate, the ten inch line from Grand River Avenuw south on Capitol Avenue will hardly be ample. It is also certain that if the company expects to expand its low pressure system, that it will have to do so in districts #1,#10, #ll,and #12, which are the logical districts to be served with low pressure as they lie in the immediate vicinity of the plant. The main running east on Grand River Avenue will carry gas fer Part of district #10 Part of district #11 Part of district 512 CU.FT. SIZE OF 1033 OF PER. . PIPE IN DISTANCE PRESSURE HOUR INCHES IN FEET IN INCHES To be carried along Gd.River E. 15,790 6 There will be taken ‘off along Gd.River 2,470 Leaving to be car- ried to Cedar St' 13,320 6 1701 6.2 43. This drOp of 6.2 inches in pressure is of course too large, and shows that the 1937 load cannot be handled with low pressure through the present main. Another weak link in the low pressure system is the line go- ing West on Willow Street from.the plant driveway which carries gas for districts #1 and #4. CU.FT. SIZE OF LOSS OF Egg: PIPE IN DISTANCE PRESSURE HOUR INCHES IN FEET IN INCHES To be carried West on Willow St. 15,000 6 1500 4.0 This main is also too small, as a 4.0 inch dr0p puts us be- low an allowable working pressure, which is generally taken to be between 4.5 and 5.0 inches of pressure. From the above calculations, I have concluded that this sys- tem, as it stands today, will not supply the percentage of gas- assigned to it for 1937. As the territory for low pressure distri- bution is limited to the vicinity of the plant, the company should not attempt to distribute gas in that territory at any other pressure. The low pressure area in Lansing should include all of dis- tricts #l,#2,#3,#4,#10,and #11, and part of districts {5,fi6, and #12. In order to furnish gas to all of districts #10,#ll and part of #12 by the low pressure system.in 1937, it will be necessary 44. to lay a new main across the Grand River and my recommendation is as follows: Connect into the sixteen inch main at Willow Street and Capi- tol Avenue; run East on Willow Street to the Grand River and cross the river to James Street; run East on James Street to Turner St., North on Turner St. to North St.; East on North St. to New Yerk Avenue; South on New Y0rk Avenue to Grand River Avenue. All of this should be sixteen inch pipe. From this point run West on Grand River Avenue to Pennsylvania Avenue and South on Pennsyl- vania Avenue to Saginaw Street with a twelve inch pipe. In order to furnish the gas for districts #1 and #4 by low pressure in 1937, it will be necessary to change the six inch line on West Willow Street, between Lemrock Court and Robertson Avenue, to t ten inch line, and to run a ten inch line from Glen- rose Avenue West on Willow Street to Cleo Street; than South on Cleo Street to hook into the sight inch line at Hyland Avenue. Pressure on the low pressure system in 1937 will then be approximately as follows: District #1 -------- 8290 cu.ft.per hr. ' 42 -------- 10000 " n ' #5 -------- 4000 u w " #4 -------- 16980 n n " £5 - ------ 10000 * w , #6 ------- - 8080 w n " #10 -------- 27950 " ' n #11------- 23800 n w " #12 -------- 1290 fl ' Total 110390 cu.ft.per hr. 45. All of the gas supplied to the low pressure system has to be carried to Uillow Street. The conditions will be as follows: CU.FT. SIZE OF DISTANCE LOSS OF PER PIPE IN I’ll 2:138 30m: HOUR INCHES YARDS IN INCHLS Works outlet to Willow Street 110,390 16 333 1.00 Here there will be taken off 29,270 Leaving to be car-’ ried to Seymour 81,120 16 325 0.55 Here there will be taken off 10,000 Leaving to be carried to Cap- itol Avenue 71,120 16 142 0.175 Here the gas will be split into two streams; one going East on Willow Street through a sixteen inch main; the other going South on Capitol Avenue through a sixteen inch main. The main run- ning South will carry 36,300 cu.ft. of gas per hour under the following conditions: Tb be carried to Grand River Ave. 33,080 16 133 0.035 The total drop in pressure from.the plant to Gd.River . 1.760" From this point South, we will obtain practically another inch of drOp in pressure, making a total drop from the plant of 2.760 inches. Adding another 0.5 inches for stoppages, we have a final pressure in 1937 of approximately 4.74 inches, which is suf- ficilnt. 46. The line running best on Willow Street will carry 38,040 cu. ft. of gas per hour under the following conditions: Willow St. and Capitol Ave. to Turner Street Turner Street to Larch Street Larch Street to New York Ave. New York Ave. to Grand River Ave. Gd. River Ave.to Saginaw Street 951231;. SIZE OF 013241.101: L088 0;: £333 PIPE IN 3.3.3. museum; HOUR INCHES YARDS IN INCHES 58,040 16 500 0 .19 34 ,17 8 16 530 0 .17 26,454 16 450 0.083 16 .454 12 700 0.22 101141. 0 .825 The total drOp along this line will be approximately 0.823 inches. The total dr0p from the plant will be 2.583 inches; add to this, 0.5 inches for st0ppages and we shall have a final pressure of 4.917 inches. I have assumed that the pressure at the plant will be 8.0 inches. The line running Nest on Willow Street from the plant drive- way will carry gas for districts #l,#4, and part of #6 (29,270 cu. ft. per hour). The conditions will be as follows: 47. CU.FT. SIZE OF DISTANCE LOSS OF PER PIPE IN IN_ PRESSURE HOUR INCEES YARDS IN IN CEHiS Plant driveway to Lansing Ave. 29,270 10 430 1.10 Lansing Ave. to Glenrose Ave. 24,270 10 450 0.73 Glenrose Ave. to Cleo Street 19,270 10 450 0.47 Willow St. to Hyland Ave. 15,000 10 380 0.25 Hyland Ave. to Genesee St. 10,000 8 1000 0.29 TOTAL 2.84 The total dr0p from the plant on this line will then be 4.6 inches, leaving a final pressure of 3.4 inches. This is hardly adequate, but it can be boosted up with the Ionia Street governor. I shall next take up for consideration the intermediate pres- sure system. As I shall show in the accomygnying figures, I have fbund that the present lines will handle the 1937 load, providing - there is an increase in initial pressure. However, it would be much better to connect the extremeties of the two branches of the intermediate system, under which condition our present pressure would handle the load. With this in view, I shall recommend that a ten inch main be laid on Beech Street from Kalamazoo Street to Elm Street; thence West on Elm.Street to Cedar Street; thence South on Cedar Street to Baker Street and Nest on Baker Street to hook into the ten inch line running to the Rec Motor Car Co. A 48. governor station should be established at Beech and Hazel Streets to help take care of the territory between the Lalamazoo Street and Sparrow Avenue governors. When this governor is installed, it will be necessary to run an eight inch feed main on Hazel Street from.Beech Street to Pennsylvania Avenue to take care of the gover- nor output. I give below the figures showing the computed pressures in 1957 with the present main and pressure conditions. CU.FT. DIAMETER DISTANCE PRESSURE _I_3_E_R_ 0F PIPE _I_N_ IN POUNDS HOUR IN INCHES FEET MILES GAGE Leaving plant 245,450 12 00 000 ' 6.0 Plant to Wil- low Street 245,450 12 800 0.15 5.556 Here the gas will be split into two streams; one going South on Pine Street through a ten inch.main; the other going East on Willow Street through a ten inch main. The main running South on Pine Street will carry gas for the following districts: District #4 - ------ 4150 cu.ft.per hour 7 #5 - ----- - 750 7 n " #6 - ----- 27670 n a " £5 -------- 26220 " 7 " fie - ------ 29650 n n 7 #7 -------- 8950 a 7 " #9 -e------ 4800 7 7 " #16-------- 25550 " n n #17 -------- 41210 n " under the following conditions: CU.FT. DIAMETER 2:21 HOUR West Willow St. to Ionia St. governor 168,950 Here there will be taken off gas for Ionia gov. leaving to be carried to fil- liam St. Tee 110,160 Here there will be taken off gas for Issue St.gov. 43,400 Leaving to be carried to tee across river 66,760 Here there will be taken off gas for Britten St. governor 17,500 Leaving to be carried to Davis Street Tee 49,260 Here there will be taken off gas for Sparrow St. governor 35,930 Davis St.Tee to Reo governor 13,330 0F PIPE _I_1_I_ IN moms FEET 10 4200 10 4300 10 300 10 2800 6 2200 10 1000 8 900 10 1900 DISTANCE 0.795 0.815 0.057 0.530 0.417 0.190 0.170 0.360 GAGE 2.526 1.023 1.006 0.640 0.370 0.568 0.457 0.557 49. PRESSURE IN POUNDS The main running East on Willow Street will carry gas under the following conditions: WillOl'St.Tee to Cedar St. governor 76,500 Cedar St.gov. to Beech St.gov. 39,210 10 3800 10 6600 0.720 1.250 5.030 4.780 50. These figures show that the main running South on Pine Street will not carry the load in 1937 with our present initial pressure, as we should obtain a final pressure at the Reo of 2.5 pounds. I have computed the final pressures which we will obtain in 1937 at these same stations by raising the initial pressure to both 7.471 pounds and 10.0 pounds. These are shown in the follow- ing table: TABLE N0.XX-COMPUTED FINAL PRESSURE311937JWITH INITIAL PRES- SURES OF 7.471 AND 10.0 POUNDS. STATIONS ' FINAL PRESSURE WHEN INITIAL PRESSURE IS: _ 10.0 POUNDS 7.471 POUNDS Leaving plant ' 10.000 7.471 Willow Street 9.646 7.057 Ionia St.governor 7.190 4.268 William St.Tee 6.028 2.915 Isaac St.governor 6.015 2.900 Tee across river 5.740 2.576 Britten St.governor 5.539 2.337 Davis St.Tee 5.684' 2.510 Sparrow Ave.governor 5.602 2.410 Reo governor 5.676 2.500 Cedar St.governor 9.209 6.566 Beech St.governor 9.007 6.340 The effect of connecting the ends of these two branches to- gether will be to split the gas from the plant and to arrive at the end with the same pressure. In order to approximate this condition, I have taken the gas delivered to the Rae and Sparrow Ave.governors, and have sent it East on Willow Street with the following final pressures: 51. CU.FT. DIAMETER DISTANCE PRESSURE PER OF PIPE IN. IN POUNDS HOUR IN INCHES FEET MILES GAGE Leaving plant 245,450 12 ---- ----- 6.000 Plant to Wil- lOw Street 245,450 12 800 0.150 5.556 Ionia St.gov. 127,740 10 4200 0.795 3.885 William St.Tee 68,950 10 4300 0.815 3.355 Isaac St. gov. 43,400 10 300 0.057 3.340 Tee across river 25,550 10 2800 0.530 3.308 Britten St.gov. 17,500 6 2200 0.417 3.087 Davis St. Tee 8,050 10 1000 0.190 3.306 main going East on Willow Street Cedar St.gov. 117,710 10 3800 0.720 4.284 Beech St.gov. 80,420 10 6600 1.250 2.937 Hazel St.gov. (new) 41,210 10 2400 0.455 2.520 Reo gov. 41,210 10 3600 0.682 2.347 Davis St.Tee 27,880 10 1900 0.360 2.306 A balance of these two final pressures should give us a mini- mum.of approximately 2.8 pounds. 52. The high pressure system in 1937 will be essentially the same as in 1927, with the exception of one change already recomm mended and passed, and several additions, one of which is under construction at the present time. The change will be the replac- ing of the six inch line between the plant and Saginaw Street, with a twelve inch line; and the replacing of the six inch line between Saginaw Street and Grand Street with an eight inch line. The new line under construction at the present time is an eight inch line on East Saginaw Street, running from Grand Street to the'Motor Wheel Corporation. Then it continues with a six inch line on Saginaw Street East to Grand River Avenue; east on Grand River Avenue to Harrison Road, East Lansing; Nerth on Harrison Road to South Lawn; south on South Lawn to North Street; east on North Street to Hagedorn Road; south on Hagedorn Road to Grand River Avenue and east on Grand River Avenue to Okemos and Williams ston. From.Williamston, the line will change to four inch, and will continue on to Hewell. Providing it is decided to add Charlotte to our Lansing dis- tribution system, I will recommend that a six inch line be con- nected to the present six inch line at Jenison Street and Shia- wassee Street; then let it run south on Jenison Street to St. Joseph Street; west on St. Joseph Street to Clare Street; south on Clare Street to Main Street and west on main Street to Charlotte. 53. If it is also decided to add St. Johns to our system, I will recommend that a four inch line be connected to the twelve inch line at Chestnut and Willow Streets; that it run east on Willow Street to Grand River Avenue;north on Grand River Avenue to Reward Street; east on Reward Street to Turner Street; north on Turner Street to Town Line Road;and east on Town Line Road toIM 13, and north oniM 13 to St. Johns. All of this line will be four inch. I have estimated that we will supply 153,424 cubic feet of gas through this system during the maximmu hour. The conditions will be as follows: CU.FT. DIAMETER DISTANCE PRESSURE PER 0F PIPE IN_ IN POUNDS HOUR IN INCHES FEET ‘MILES GAGE Plant 153,424 . 12 ---- ---- 30.000 Plant to Chest- nut and Willow 153,424 12 1300 0.250 29.802 Here the gas is divided into two streams; one going to St. Johns through a four inch line and the other going south on Chest- nut Street through a twelve inch line. Tb St.Johns 5,000 4 ~--- 19.000 29.786 South on Chest- nut to Saginaw 148,424 12 2600 0.492 29.496 Here the gas is split into two streams; one running south on Chestnut through a six inch main and the other running east on Saginaw Street through an eight inch main. 54. CU.FT. DLAIETER DISTANCE Eat-gem PER OF PIPE IN IN POUNDS HOUR IN memes mr— MIII‘s GAGE South on Chest- nut to Shia- wassee St. 42,824 6 1200 0.227 29.039 Here the gas is split into two streams; one going south on Chestnut Street through a six inch line and the other west on Shiawassee to Jenison Street. West on Shia- wassee to Jeni- son Street 22,460 6 . 3400 0.645 28.676 Here the gas is again split into two streams; one running south on Jenison Street through a six lich.main and the other west on Shiawassee Street through a six inch main. West on Shia- wassee to Durant 7,464 6 1400 0.265 28.666 Durant to Grand Ledge 6,794 6 ---- 10.500 28.117 This insures us ample pressure in Grand Ledge with our pre- sent initial pressure at the plant. The line running south on Jenison Street will.carry gas for Charlotte and Eaton Rapids under the following conditions: South on Jeni- son to Charlotte 15,000 6 ‘ ---- 18.000 23.700 This insures us plenty of pressure in Charlotte and Eaton Rapids with our present initial pressUre at the plant. The line running south on Chestnut Street from Shiawassee Street will carry gas to Holt and Mason under the following con- ditions: 55. CU.FT. DIAMETER DISTRNCE, PRESSURE PER 0E PIPE E IN POUNDS HOUR IN INCHES FEET iMILES GAGE South on Chest- nut to Olds Tee 20,360 6 5280 1.000 28.576 Olds Tee to Rockford Road 20,300 6 7200 1.360 27.938 Rockford Road to Halt 14,870 6 ---- 7.000 26.094 Holt to 11ason 5,400 ‘ 6 ---- 5.500 26.015 This pressure will insure us plenty of gas in mason and Helt with our present initial pressure at the plant. The line running east on Saginaw Street will carry gas for district #15, East Lansing, Okemos, Williamston, Nebberville, Fowlerville, and Howell under the following conditions: East on:Saginaw . Street to Grand 105,600 8 1900 0.360 28.440 Grand Street to motor Wheel 102,500 8 2000 0.380 27.162 Motor Wheel to Harrison Road 99,500 6 13600 2.580 00.0 It is evident that our present initial pressure at the plant will not carry us to this point under the assumed conditions. By changing the conditions slightly, that is, by taking off all of district #15 at Grand Street, and all of district {19 at Harrison Road, I find that it will require an initial pressure of 66.25 pounds gage at the plant in 1937 to furnish us with a working pressure at Howell. This is not an excessive pressure for peak loads on such a system. 56. The following table shows the pressure at various points on this line with an initial pressure at the plant of 66.25 pounds. gggFT. DIAHETER DISTANCE PRESSURE PER 0F PIPE __ IN POUNDS HOUR - IN INCHES FEET IMILES GAGE Plant ,153,424 12 ---- ----- 66.250 Chestnut and ' ' Willow Sts. 153,424 12 1300 0.250 66.164 Chestnut and ' Saginaw Sts. 148,424 12 _ 2600 0.492 66.026 Saginaw at Grand Street 105,600 8 1900 0.360 65.560 Netor Wheel 73,850 8 2000 0.380 65.317 Harrison Road 70,850 6 13600 2.580 58.590 Okemos 30,000 6 ---- 4.000 56.577 Williamston 28,125 6 ---- 7.500 53.190 Webberville 21,365 4 ---- 5.500 39.900 Fbwlerville 18,515 4 ---- 5.000 25.580 waell 12,875 4 ---- 8.000 2.500 The line going south on Grand Street will carry gas fer dis- trict #15 under the following conditions: Saginaw and Grand to Lawrence Bak- ing Company 31,750 6 4100 0.777 65.173 Lawrence Baking Co.to Barton St. 28,650 4 6900 1.308 61.893 On account of the peculiar loading of this eastern line, we probably will not reach this maximum condition except at odd times, and it can then be handled easily. Hewever, at any time that it is 57. deemed fit, there can be installed an automatic compressor at Williamston to handle the 28,125 cubic feet of gas from that point on to Hewell, thereby relieving the plant at Lansing and cheap- ening the operation. The pressure conditions will then be as shown by the following table: TABLE N0.XXI. STATION PRESSURE IN POUNDS GAGE Plant 39.703 Chestnut and Willow Sts. 39.550 Chestnut and Saginaw Sts. 39.323 Saginaw at Grand Street 38.536 meter Wheel Corporation ' 38.120 Harrison Road 24.896 Okemos 19.700 Williamston ' 2.500 In concluding I wish to say a word abouth the network of smaller lines that carry the gas away from the feed mains. I have included in my data the results of.a pressure survey in each dis- trict except those districts fed by high pressure. This survey shows the pressure at the lowest pressure points in the city. These pressuresxwere all taken during peak loads and all measure up to our standard of service showing me that these sllll lines as they stand are ample and that, as the districts grow, a con- struction program.smlilar to the present one should be carried out. I also wish to say that providing the program as laid out in this report, is carried out, that, by adding spurs running out from both the high and intermediate lines to the newer territories as in the case of the present Britten Ave.governor, and by gradually increasing plant pressures, the Consumers Power Company should be able to supply plenty of gas to this city with no further increase 58. in main sizes, for a considerably longer period of time than is covered by this report. UDSYCHn HACuACHLAN. ~c.. 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