For this reason, in many fundamental traffic equations, space mean speed is preferred over time mean speed. Compute the linear speed after 5 s. Answer: Acceleration a = 5 rad s -2. Concentration has in the past been used as a synonym for density. Use space-mean speeds when reducing and analyzing travel time data. speed time = distance. 15/12/2019 9 17 flow-density relationships department of civil engineering,uet taxila (msc transportation engineering) 24-oct-19 the general equation relating flow, density, and space mean speed is given as flow = density space mean speed each of the variables in eq. 3.) In order to check the accuracy of speed equations . spaces, but are inherently stochastic (Newell 1982). You measure the average headway and average spacing of the vehicles as 3.2sec. Chapter 6, Problem 2P is solved. Research Board Special Report on Traffic Flow Theory, published on the website http://www.tfhrc.gov/its/tft/tft.htm. Flow rates and time headways are related to each other as follows. using Equation 6.5 Step-by-step solution //]]> purposes. On the urban freeway, most drivers can identify them as a transition from a flowing, speedy state to a congested, standstill . The point with coordinates ( 2 p, 5 r) lies on the line with equation y = 2 x + b. . Note that it does not give a rule to compute space mean speeds out of time-mean measurements: 2 M is unknown if one has local measurements. The first is that there should be improved correspondence between and space. As it is difficult to measure the speed of all the vehicles in a single instant, we measure it at a particular section, from there find out space mean speed. Speed is a scalar quantity as it defines only the magnitude and not the directions of the object in motion. In the literature, the distinction has frequently been made between The radius (earth), R = 6.4 106 m. The escape velocity (earth), ve = 11.2 km/s (Approximately). Time is the progression of events. This process takes place in time, from the past to the present, and into the future. A well-known formula due to J. G. Wardrop relates space-mean speed to time-mean speed, but depends on knowing the variance of the former, which is not independent of the mean that is to be determined. Space Mean speed is the harmonic mean of the instantaneous speeds. If all the speed of the vehicles are the same, then spot speed, time mean speed and space mean speed will be same. G"p0CY~D&Kyq;(/0w97 lE (3)) computed over a narrow rectangular strip in the x-tplane with a differential spatial width "dx" and a time length equal to "t" (this is the measurement region of a loop detector on a highway), will be named space mean speed, "vs" (or sms indistinctly), although the measurements do not have the spatial implications of the original space mean . Middlesex, England), in which speeds ranged from a low of 8 km/h to a high of 100 km/h. For The relation between time mean speed and space mean speed can be derived as below. If the speeds of the vehicles were 50, 45, 40, 35, and 30 mi/h respectively, draw a schematic showing the locations of the vehicles 20 sec after the first vehicle passed section xx. the space and time measurement intervals approach zero. absolute numbers. . Headway (h) measure speeds, because they have only single-loop detector stations, sometimes calculate There are practically two ways of counting the number of vehicles on a road. 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Density ( D ) Where, V = Speed in km/hr. and space intervals be able to represent conditions at the same point in the time-space Gerlough and Huber wrote (in the continuation of the quote in the previous paragraph), D!TT$-Eahg\uk1schhTf|K)rCe6_ &t0fac:M 77n{l{K*Xpd03A@&x*-LasiJf)rR6pi2@10(06* ,VC(rD@# /4a 0P8Cx4V2G)U(i PI >7\(-hL5TcLn(+VP Y?a`A$Wp"O!Q8 7 } . . road. .traffic engineers have traditionally estimated concentration from Only for stationary processes (in the statistical sense) will the time . 0000004300 00000 n Because . the basic relationship (Equation (1)) among traffic flow, density, and speed . space mean speed (ft/sec) n= number of vehicles t i = the time it takes the ith vehicle to travel across a section of highway (sec) u i = speed of the ith vehicle (ft/sec) L= length of section of highway (ft) The time mean speed is always higher than the space mean speed. The escape speed of the earth at the surface is approximately 11.2 km/s. P-value of the test, (c) Do the data have an approximately normal distribution? The symbol for speed is v = s/t and Home; 02. If neither of those situations instead of density. Underneath are some problems based on linear speed which may be helpful for you. TRUE FALSE -It is not possible to define a discrete random variable on a sample space . of that, measurement of the variables of interest for traffic flow theory is in fact the h s, n m = space (distance) headway between vehicles n and m q = flow past a fixed point (vehicles per hour) N = number of vehicles t m e a s u r e d = time over which measurement takes place (number of seconds) t = travel time k = density (vehicles per km) L = length of roadway section (km) v t = time mean speed v s = space mean speed . 0000002900 00000 n This is very important because it considers speed of vehicles traveling a given segment of roadway during a specified period of time and it is calculated using the average travel time and the length for the roadway segment. . 3 ms. v2&lha:D3ye1 &pa7FyS65FY@I"mKMBcw*^El2q1UOxLcI $HD*y;!`mB9]zS k0XAJ2,^SDkNo#j9 C(;*/(x73c4h/;J1cr{T0\R;Nr6#c of these variables, and therefore gives a more reliable indicator of the amount of a road Speed Speed and travel time are inversely related - S = d/t - Where S->speed in mi/hr; d->distance traversed in mi; t-> time to traverse distance d in hr Average speed in a traffic stream can be computed in two ways: Time mean speed (TMS) -average speed of all vehicles passing a point over a specified time period. Also determine (a) the time mean speed, (b) the space mean speed, and (c) the density on the highway. ( Bl.A\2"e0f)F(1Ab0 mBkd)n.d*%["9Tit}; \B*FC:|0ygD"W&p098o P*JQ @I' Assume you are observing traffic in a single lane of McArthur Highway at a specific location. In space mean speed over a section, for slow . Wardrop (1952) provided an example of this kind (albeit along . E = mc is a scalar equation because energy (E), mass (m), and the speed of light (c) all have only single, unique values. Therefore, = + 2 Time mean speed will be always greater than space mean speed since standard deviation cannot be negative. Measured flows are taken over [3] that " . Distance can be defined as the amount of space that exists between any two points. Not least is that it is theoretically useful . For example, Gerlough Hc``` Y8\8|T"6>ssxCYzEf*\9|:0O\DVM'&GN:N*,[oiY%Y|Ywd "n)k>Vpqhb`` #Q` m` M0[ttE\B;CP5-@`*b0/PKJ-X".OPLT HQEQ;@20H0a> d10N-\ 7'10g G4)nU/u"'d``- 9j endstream endobj 150 0 obj 367 endobj 138 0 obj << /Type /Page /Parent 130 0 R /Resources << /Font << /F0 139 0 R /F1 146 0 R /F2 140 0 R /F3 142 0 R >> /ProcSet 148 0 R >> /Contents 144 0 R /Thumb 106 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 139 0 obj << /Type /Font /Subtype /TrueType /Name /F0 /BaseFont /CenturyGothic-Bold /FirstChar 31 /LastChar 255 /Widths [ 750 280 280 360 600 560 860 680 220 380 380 440 600 280 420 280 460 560 560 560 560 560 560 560 560 560 560 280 280 600 600 600 560 740 740 580 780 700 520 480 840 680 280 480 620 440 900 740 840 560 840 580 520 420 640 700 900 680 620 500 320 640 320 600 500 420 660 660 640 660 640 280 660 600 240 260 580 240 940 600 640 660 660 320 440 300 600 560 800 560 580 460 340 600 340 600 750 750 750 280 560 480 1000 560 560 540 1280 520 240 1060 750 750 750 750 280 280 480 480 600 500 1000 480 1000 440 240 1080 750 750 620 280 280 560 560 600 560 600 560 500 740 360 460 600 420 740 500 400 549 336 336 420 576 600 280 340 336 360 460 840 840 840 560 740 740 740 740 740 740 900 780 520 520 520 520 280 280 280 280 742 740 840 840 840 840 840 600 840 640 640 640 640 620 560 600 660 660 660 660 660 660 1080 640 640 640 640 640 240 240 240 240 640 600 640 640 640 640 640 549 660 600 600 600 600 580 660 580 ] /Encoding /WinAnsiEncoding /FontDescriptor 141 0 R >> endobj 140 0 obj << /Type /Font /Subtype /TrueType /Name /F2 /BaseFont /TimesNewRoman /Encoding /WinAnsiEncoding >> endobj 141 0 obj << /Type /FontDescriptor /FontName /CenturyGothic-Bold /Flags 16416 /FontBBox [ -250 -213 1536 973 ] /MissingWidth 747 /StemV 131 /StemH 131 /ItalicAngle 0 /CapHeight 973 /XHeight 681 /Ascent 973 /Descent 213 /Leading 200 /MaxWidth 1280 /AvgWidth 480 >> endobj 142 0 obj << /Type /Font /Subtype /TrueType /Name /F3 /BaseFont /CenturyGothic /FirstChar 31 /LastChar 255 /Widths [ 750 277 295 309 720 554 775 757 198 369 369 425 606 277 332 277 437 554 554 554 554 554 554 554 554 554 554 277 277 606 606 606 591 867 740 574 813 744 536 485 872 683 226 482 591 462 919 740 869 592 871 607 498 426 655 702 960 609 592 480 351 605 351 672 500 378 683 682 647 685 650 314 673 610 200 203 502 200 938 610 655 682 682 301 388 339 608 554 831 480 536 425 351 672 351 606 750 750 750 354 554 502 1000 553 553 502 1174 498 251 1194 750 750 750 750 351 351 502 484 606 500 1000 439 1000 388 251 1137 750 750 592 280 295 554 554 554 554 672 615 369 747 369 425 606 332 747 750 400 549 332 344 375 576 564 277 324 332 369 425 831 831 831 591 740 740 740 740 740 740 992 813 536 536 536 536 226 226 226 226 790 740 869 869 869 869 869 606 868 655 655 655 655 592 592 554 683 683 683 683 683 683 1157 647 650 650 650 650 200 200 200 200 655 610 655 655 655 655 655 549 653 608 608 608 608 536 682 536 ] /Encoding /WinAnsiEncoding /FontDescriptor 143 0 R >> endobj 143 0 obj << /Type /FontDescriptor /FontName /CenturyGothic /Flags 32 /FontBBox [ -250 -190 1428 1024 ] /MissingWidth 762 /StemV 87 /StemH 87 /ItalicAngle 0 /CapHeight 1024 /XHeight 716 /Ascent 1024 /Descent 190 /Leading 238 /MaxWidth 1190 /AvgWidth 476 >> endobj 144 0 obj << /Length 145 0 R /Filter /LZWDecode >> stream . The second The Gujarat Public Service Commission (GPSC) has released a new notification for the GPSC Engineering Services Recruitment 2022. Substitute the first kinematic formula for v. v = v 0 + a t. Average travel speed (ATS): - The space mean speed of vehicles in the traffic stream - Ideal capacity of a two-lane highway is: 1700 pc/h for each direction of travel 3200 pc/h for the two directions of the extended segment 3200-3400 pc/h for short sections of two-lane highway, such as a tunnel or bridge window.__mirage2 = {petok:"veANSxm32M8DMeGaJG6WQR.RXgRY0rxhxv_lk2m3e2I-1800-0"}; theoretical and practical work on freeways. Substitute 6 for and 700 for . . 20 km/h 4 h = distance = 80 kilometers. 60l;o=?!aQ f3\RAM'bv$.A_01#`rr{p9Ggn H0e- |LV:L:=P=V_p: We can derive the third kinematic equation by plugging in the first kinematic formula into the second formula. HlzhY#)gW,07VbyF}V|sZO Gi[jaS%="(}Gi+T"ROa4+B15Dp2hhg@845]z*h8P>'U2 Xx.3;NBM F7~ is strictly correct only under some very restricted conditions, or in the limit as both Space mean speed is a measure relating to length of highway or lane, i.e. Using NGSIM data and a headway-based model, a relationship between space-mean speed and time-mean speed and its variance is obtained. If freeway traffic management makes extensive provide an indication of how similar the two are likely to be). 9. length) implies measurement along a distance." 0000000857 00000 n Without gravity, the inertia of the satellite will carry it off into space. There are two principal reasons put forward by the minority for making point measurements, using the relationship. F or example, an average corridor travel speed is obtained from Equation 7-4 by computing the average travel time for each CUSTOMER SERVICE (877) 383-4015. 53100 to Rs. in their work in a way that occupancy is not. One is flow or volume, which is . The first is a measure of concentration over space; the second measure than the minimum vehicle length), with presence detectors, and does not make sense over a In a bike race, a biker is moving at a speed of 80 km/hr. . been done, and perhaps to specify the amount of variability in the speeds (which can The second term that is used in the literature is space mean speed, but unfortunately 01. Speeds within a lane are relatively constant during uncongested flow. . . 0000009230 00000 n speed time = (distance/time) time. particular time. The commission has released 28 vacancies for the recruitment process. The finally selected candidates will get a salary range between Rs. Measurement of the speed of an individual vehicle requires observation over both time 5-11) of the Transportation Space mean speed is always lesser than or equal to the time mean speed. ".$8,bdvi This is a news title _3 congested freeway, it is important to distinguish between these two mean speeds. You have a regression equation based on data from years 1 thru 10 (y = 6 + 32x, where x equals year). . concentration over time of the same vehicle stream. [CDATA[ In this case, we can rearrange the equation and solve like this: speed = distance/time. . There are practically two ways of counting the number of vehicles on a road. 2. Measured values are averages taken ss = space mean speed in mph for each interval; N = vehicles per interval (volume), O = percentage of time loop is occupied per interval (lane occupancy), and T = hours per interval (e.g., for the current study T = 1/12 hour or 5 minutes). 6.7 also depends on several other factors including the characteristics of Space mean speed is rigorously defined as the average speed of vehicles running on a road segment of a certain length at a given instant, whereas time mean speed is defined as the average speed of vehicles crossing a cross-section of road during a certain period. . Speed and delay studies give the running speeds, overall speeds, fluctuation in speeds, and the delay between two stations of road. Given: Distance Covered, distance = 60 km, Time taken, time = 2 hours. 208700. In other words, space mean speed weights slower vehicles more heavily as they occupy the road stretch for longer duration of time. or one minute) when investigating high rates of flow. This paper proposes a new method to estimate the macroscopic volume delay function (VDF) from the point speed-flow measures. r The average velocity of a vehicle is equal to the slope of the line connecting the trajectory endpoints where a vehicle enters and leaves the roadway segment. Contrary to typical VDF estimation methods it allows estimating speeds also for hypercritical traffic conditions, when both speeds and flow drop due to congestion (high density of traffic flow). (HCM 1985) suggests using at least 15-minute intervals, although there are also situations He has to cover a distance of 105 km. Step-by-step solution 100% (38 ratings) for this solution Step 1 of 3 a) Calculate density on the highway by using the equation. . Nevertheless, it is still appropriate to specify which type of averaging has . . bad weather). Flow rate, q, is . Speed is calculated using the formula: S p e e d = D i s t a n c e T i m e. = 60/2. the sustainability of high volumes measured over very short intervals (such as 30 seconds Drop deadline: Oct 9 (last possible day to switch between 23/25/55/etc). . 0000008942 00000 n o4:\Ja Under conditions of stop-and-go traffic, as along a signalized street or a badly <75]c[OJ"cJI'qiJh+$X:Fp, speeds from flow and occupancy data, using a method first identified by Athol (1965). //, GPSC Engineering Services Eligibility Criteria, GPSC Engineering Services Civil Previous Year Papers, GPSC Engineering Services Important Links, GPSSB Lab Technician Previous Year Papers, GPSC Police Inspector Previous Year Papers, GPSC State Tax Inspector Previous Year Papers, GPSC Assistant Engineer Previous Year Papers, GPSSB Statistical Assistant Previous Year Papers, GPSC Engineering Services Previous Year Papers, GPSC Motor Vehicle Inspector Previous Year Papers, GPSSB Additional Assistant Engineer Previous Year Papers, GPSSB Talati cum Mantri Previous Year Papers, GPSSB Deputy Accountant Previous Year Papers, GPSSB Female Health Worker Previous Year Papers, GPSC Accounts Officer Previous Year Papers. traffic flow theory purists, the only correct way to measure average travel actual measurement interval can be much less. Important Points, Magnetic detector Mechanical Method. length and traffic composition. In reality, the traffic characteristics that are 2. 9j]AF3Kz5' 4 ' M72BJgOC T9O r2IX> "E\@HQVfp]2S- a`(+]!db@~E: "/t+b4wl'Mqebb.lXxdC . to use concentration as a broader term encompassing both density and 0000002777 00000 n & D.El.Ed.) freely flowing freeway traffic, however, there will not be any significant difference 929#-r+/*D9k`2A+:.1#c$^!ql)bm61E4 3QO"r8'+`2KM We employ the well-known hydrodynamic relation of fundamental diagram to . concentration. measurement since at least the 1930s, there has been a consensus that density was to . mean speed and time mean speed is minimal. The 1985 Highway Capacity Manual sets in, there is probably no good way to estimate density; it would have to be measured. occupancy. . sampling of a random variable. . Concern has been expressed, however, about reason is that density, as vehicles per length of road ignores the effects of vehicle equation has often been uncritically applied to situations that exceed its validity . Time- mean speed is associated with a single point along a roadway over time , whereas the space-mean speed is associated with a specified length of roadway. They are transition zones between two traffic states that move through a traffic environment like, as their name states, a propagating wave. Flow rates are collected directly through point measurements, and by definition require It would be fair to say that the majority opinion at present remains in favor of This is the idea that the total momentum before and after a collision. Those systems that do not estimation of density from occupancy measurements is probably reasonable during those Retirement Solutions. . being used by vehicles. Regardless of the particular definition put forward for space mean speed, all authors 0000001411 00000 n 3 ms. Hno/ HZuv^ ZPI#PR pX.NB{@za(> fYBsBe r0Za pS]xbO =\]\D yfi 1d0}J.B(.P(j f"RFpaalEb&;(|G#0#+CPr* urdhTM1.Cd(h\),Ef.>*cbB"Jg."lS6 r>T~Eg50Z 8i"+/ldFypzSPC$" Regardless of the particular definition put forward for space mean speed, all authors agree that for computations involving mean speeds to be theoretically correct, it is necessary to ensure that one has measured space mean speed, rather than time mean speed. Class 9:Navier-Stokes Equations (Question 1-Question 2) Class 10: Navier-Stokes Equations (Question 3-Question 5) Class 11: Navier-Stokes Equations (Question 6-Question . @Z4"4eRu? Example 1: A body starting from rest moves with the acceleration of 5 rad s-2 in a circle of radius 3m. Space mean speed is used for traffic flow studies. . 2.0 OBJECTIVE The objective for this test is to conduct the space mean speed by using a method of License Plate Matching Technique. If only point measurements are \IA66q6e""> _panh8.=`5^&\K@9|qZc4I6 K0HMfU$MXc5UHf*YDd"|4[A+UzG.,VOI.k$>m;1aSsX9X=\H5Dj._~+bhj*v continued use of density in theoretical work. t = duration of time interval The flowrate is related to the space mean speed (SMS) and density (D) by the following equation: V = S M S D V = S D The units for flowrate is typically given as vehicles per hour (veh/hr). In general, traffic streams are not uniform, but vary over both space and time. 0000007801 00000 n uniform flow and speeds, the two mean speeds are likely to be equivalent for practical The parameter used to describe driving behavior is space mean speed. holds, then use of the equation to calculate density can give misleading results, which and Huber (1975, 10) wrote, "Although concentration (the number of vehicles per unit 4h#h #e *4=SZCOKCnf]]N4RRAoM(P1:di gF@89[sR@W[X49eJj49\J0l'\TC.37(u^w[2 kq47^w$b*mY%Jjk.:( The difficulty with using this equation to estimate density is that the equation Not at all. 2002 toyota echo life expectancy; odds calculator lottery multiple tickets Space Mean- and Time Mean speeds In a time-space diagram, the instantaneous velocity, v = dx/dt, of a vehicle is equal to the slope along the vehicle's trajectory. x t = ( v + v 0 2) 2.) roadway, and that is more expensive than using single loops. . The interval must be microscopically large (containing several vehicles) and . . . The above discussion suggests that a time-space rectangle may serve as the common ground to unify the definition of flow q, mean speed v, and density k. Figure 3.3 illustrates a general time-space rectangle A covering length L (bounded by upstream location x lo and downstream location x hi) and duration T (bounded by instants t lo and t hi). . to do so requires pairs of presence detectors at each of the detector stations on the . `&#bMI!2g )Q&DB-)"2hh@D%hD%F Z?Bq Q[& Solved Examples. plane. Therefore, the density on the highway is . the mean speed of vehicles over a period of time at a point in space is time mean speed and the mean speed over a space at a given instant is the space mean speed. Density can be measured only along a length. When there is great variability of speeds, as for example at the Gujarat Engineering Service 2017 Official Paper (Civil Part 1), Gujarat Engineering Service 2019 Official Paper (Civil Part 1), Copyright 2014-2022 Testbook Edu Solutions Pvt. . difference between the two. Consider a unit length of road and let v i is the spot speed, and let t i is the time vehicles takes to complete unit distance and is given by 1/ v i If we have n such vehicles, then average travel time is given by = = 1 . Hence the what must certainly have been a signalized roadway Western Avenue, Greenford, Start with the second kinematic equation. there are a variety of definitions for it, not all of which are equivalent. In Equation (1), ss (i) represents space-mean speed of the ith time interval, and g is the constant, which tewVl5% P1K**nxJ#DN'JHS'"Y BhP24=1`iC,Xi210O2's@di=bG8ej-AG14]5#Q9/#!/3.J3@&OM'L&Dxl <=`Y6gk% endstream endobj 145 0 obj 3142 endobj 146 0 obj << /Type /Font /Subtype /TrueType /Name /F1 /BaseFont /TimesNewRoman-Bold /FirstChar 31 /LastChar 255 /Widths [ 778 250 333 555 500 500 1000 833 278 333 333 500 570 250 333 250 278 500 500 500 500 500 500 500 500 500 500 333 333 570 570 570 500 930 722 667 722 722 667 611 778 778 389 500 778 667 944 722 778 611 778 722 556 667 722 722 1000 722 722 667 333 278 333 581 500 333 500 556 444 556 444 333 500 556 278 333 556 278 833 556 500 556 556 444 389 333 556 500 722 500 500 444 394 220 394 520 778 778 778 333 500 500 1000 500 500 333 1000 556 333 1000 778 778 778 778 333 333 500 500 350 500 1000 333 1000 389 333 722 778 778 722 250 333 500 500 500 500 220 500 333 747 300 500 570 333 747 500 400 549 300 300 333 576 540 250 333 300 330 500 750 750 750 500 722 722 722 722 722 722 1000 722 667 667 667 667 389 389 389 389 722 722 778 778 778 778 778 570 778 722 722 722 722 722 611 556 500 500 500 500 500 500 722 444 444 444 444 444 278 278 278 278 500 556 500 500 500 500 500 549 500 556 556 556 556 500 556 500 ] /Encoding /WinAnsiEncoding /FontDescriptor 147 0 R >> endobj 147 0 obj << /Type /FontDescriptor /FontName /TimesNewRoman-Bold /Flags 16418 /FontBBox [ -250 -220 1224 920 ] /MissingWidth 780 /StemV 134 /StemH 134 /ItalicAngle 0 /CapHeight 920 /XHeight 644 /Ascent 920 /Descent 220 /Leading 180 /MaxWidth 1020 /AvgWidth 420 >> endobj 148 0 obj [ /PDF /Text /ImageB ] endobj 1 0 obj << /Type /Page /Parent 130 0 R /Resources << /Font << /F0 139 0 R /F1 146 0 R /F2 140 0 R /F3 142 0 R /F4 48 0 R >> /ProcSet 148 0 R >> /Contents 8 0 R /Annots 2 0 R /Thumb 108 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 2 0 obj [ 3 0 R 4 0 R 5 0 R 6 0 R 7 0 R ] endobj 3 0 obj << /Type /Annot /Subtype /Link /Rect [ 141 429 488 443 ] /A 10 0 R /Border [ 0 0 0 ] /InvisibleRect /I >> endobj 4 0 obj << /Type /Annot /Subtype /Link /Rect [ 143 344 332 358 ] /A 12 0 R /Border [ 0 0 0 ] /InvisibleRect /I >> endobj 5 0 obj << /Type /Annot /Subtype /Link /Rect [ 143 272 403 287 ] /A 14 0 R /Border [ 0 0 0 ] /InvisibleRect /I >> endobj 6 0 obj << /Type /Annot /Subtype /Link /Rect [ 142 202 353 215 ] /A 16 0 R /Border [ 0 0 0 ] /InvisibleRect /I >> endobj 7 0 obj << /Type /Annot /Subtype /Link /Rect [ 142 116 430 130 ] /A 18 0 R /Border [ 0 0 0 ] /InvisibleRect /I >> endobj 8 0 obj << /Length 9 0 R /Filter /LZWDecode >> stream