ImageVerifierCode 换一换
格式:PDF , 页数:13 ,大小:100.50KB ,
资源ID:795297      下载积分:10000 积分
快捷下载
登录下载
邮箱/手机:
温馨提示:
如需开发票,请勿充值!快捷下载时,用户名和密码都是您填写的邮箱或者手机号,方便查询和重复下载(系统自动生成)。
如填写123,账号就是123,密码也是123。
特别说明:
请自助下载,系统不会自动发送文件的哦; 如果您已付费,想二次下载,请登录后访问:我的下载记录
支付方式: 支付宝扫码支付 微信扫码支付   
注意:如需开发票,请勿充值!
验证码:   换一换

加入VIP,免费下载
 

温馨提示:由于个人手机设置不同,如果发现不能下载,请复制以下地址【http://www.mydoc123.com/d-795297.html】到电脑端继续下载(重复下载不扣费)。

已注册用户请登录:
账号:
密码:
验证码:   换一换
  忘记密码?
三方登录: 微信登录  

下载须知

1: 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。
2: 试题试卷类文档,如果标题没有明确说明有答案则都视为没有答案,请知晓。
3: 文件的所有权益归上传用户所有。
4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
5. 本站仅提供交流平台,并不能对任何下载内容负责。
6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。

版权提示 | 免责声明

本文(ITU-T E 521-1993 CALCULATION OF THE NUMBER OF CIRCUITS IN A GROUP CARRYING OVERFLOW TRAFFIC《载有溢出话务电路群的电路数的计算》.pdf)为本站会员(orderah291)主动上传,麦多课文库仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。 若此文所含内容侵犯了您的版权或隐私,请立即通知麦多课文库(发送邮件至master@mydoc123.com或直接QQ联系客服),我们立即给予删除!

ITU-T E 521-1993 CALCULATION OF THE NUMBER OF CIRCUITS IN A GROUP CARRYING OVERFLOW TRAFFIC《载有溢出话务电路群的电路数的计算》.pdf

1、INTERNATIONAL TELECOMMUNICATION UNION)45G134 % TELECOMMUNICATIONSTANDARDIZATION SECTOROF ITU4%,%0(/.%G0G0.%47/2+G0G0!.$G0G0)3$.15!,)49G0G0/ M on the horizontal axis, and Vdon the vertical axis.i) If the point (M, Vd) is below the bottom curve, the level of variation is Null.ii) If the point is betwe

2、en the lower two curves, the level of variation is Low.iii) If the point is between the upper two curves, the level of variation is Medium.iv) If the point is above the highest curve, the level of variation is High.Default procedures: if the data are not available to compute the variance Vduse the f

3、ollowing guidelines:a) If no more than 25 per cent of the traffic offered to the final group is overflow from other groups, assumethe level of day-to-day variation is Low.b) Otherwise, assume a Medium level of variation.2 Fascicle II.3 - Rec. E.5212 Determination of peakedness factor zPeakedness fac

4、tors depend principally upon the number of high-usage circuits over which random traffic hasaccess. When the number of such high-usage circuits does not exceed 30, the actual peakedness of the trafficoverflowing from a high-usage group will be only slightly below the maximum peakedness values1),2).

5、The maximumpeakedness values are given in Table 1/E.521._1) Tables giving:- the exact mean of the overflow traffic, and- the difference between variance and mean of the overflowhave been computed and are set out in 1.2)Curves giving the exact mean and variance of overflow traffic are given in 2. See

6、 also a more detailed description of the methodin 3 and 4.Fascicle II.3 - Rec. E.521 3TABLE 1/E.521Maximum peakedness factor ziNumber ofhigh-usage circuits(ni)Peakedness factor(zi)Number ofhigh-usage circuits(ni)Peakedness factor(zi)1234567891011121314151.171.311.431.541.641.731.821.901.982.052.122.

7、192.262.322.381617181920212223242526272829302.442.492.552.612.662.712.762.812.862.912.963.003.053.093.14For more than 30 circuits, the peakedness of the traffic overflowing from a high-usage group i of nicircuits isgiven byzAnAiiiiii= + 11whereAiis the mean (random) traffic offered to the nicircuits

8、 andiis the traffic overflowing. The overflow traffic iis found by employing the standard Erlang loss formulaE1, ni(Ai):iiniAE Ai=1,().The weighted mean peakedness factor z, is then calculated from:zihiiiihZ=11for the h parcels of traffic being offered to the final group.Note that for the traffic di

9、rectly offered to the final group, the peakedness factor is zi= 1.3 Determination of the mean traffic offered to the final group and the number of circuits required3.1 For planning future network requirements, the traffic overflowing to a final group should be determinedtheoretically from forecasts

10、of traffics offered to the high-usage groups.4 Fascicle II.3 - Rec. E.521The mean traffic overflowing to the final group from a high-usage group is determined in two steps:i) the “single-hour“ overflow traffic ioverflowing from nicircuits is given as above byiiiniAE Ai=,(),when Aiis the forecast of

11、traffic offered to the ithhigh-usage group;ii) the average overflow traffic ioverflowing from the nicircuits is then determined by adjusting the single-hour traffic ifor the effect of day-to-day traffic variations.i= riiThe adjustment factor riis given in Table 2/E.521; it is a function of: the offe

12、red traffic Ai, the traffic ()AE Aiin i ii,1carried by the last trunk i, and the level of day-to-day variations of the traffic offered to the high-usage group.This level can be determined using the method described in 1 above, but applying it to measurements oftraffic offered to the high-usage group

13、. If such measurements are not available a medium level can be used.The mean traffic offered to the final group is then the sum of all iover the h parcels of traffic:Mihi=1It can be assumed that the level of day-to-day traffic variations on the final group remains constant over theforecast time peri

14、od.Using the level of day-to-day traffic variation as determined in 1 above on the final group and the peakednessfactor of 2 above, the appropriate table of Tables 3/E.521 to 6/E.521 is used to derive the number of circuits required.Note 1 - This method of calculation of the mean traffic offered to

15、the final group is valid only if the overflowtraffic due to blocking encountered in the exchange in the attempts to connect to a high-usage, is negligible.Note 2 - Table 3/E.521 differs slightly from the previous tables published by CCITT, although inTable 3.1/E.521 there is no allowance for day-to-

16、day variations. The new table takes into account a systematic bias inthe measurement procedure that is based on a finite period of time (1 hour), instead of an infinite period as wasassumed in the previous table 5.Note 3 - Tables 4/E.521, 5/E.521 and 6/E.521 are based on the calculation of the avera

17、ge blocking from theformula: = Bmf m dm()() , whereB (m) is the single-hour expected blocking andf (m) is the density distribution of day-to-day traffic (m), assuming a Pearson Type III distribution:Fascicle II.3 - Rec. E.521 5()()()()()fmMVmeMVMVMVMVdddmd=/2221M and Vdare the mean and day-to-day va

18、riance of the traffic as calculated 5 in 1 above.TABLE 2/E.521Overflow adjustment for high-usage trunk groupsFactor riLast trunk trafficOfferedtrafficAiLow daily variation Medium daily variation High daily variation0.25 0.3 0.4 0.5 0.6 0.25 0.3 0.4 0.5 0.6 0.25 0.3 0.4 0.5 0.635710152025301.01.01.01

19、.11.21.21.31.31.01.01.01.11.11.21.21.31.01.01.01.11.11.11.21.21.01.01.01.01.11.11.11.11.01.01.01.01.01.01.11.11.01.11.21.31.51.61.81.81.01.11.21.21.41.51.61.71.01.11.11.21.21.31.41.41.01.01.11.11.21.21.31.31.01.01.01.11.11.11.11.21.01.21.41.51.82.02.32.41.01.21.31.41.61.82.02.11.01.11.21.31.41.51.71

20、.71.01.11.11.21.31.31.41.51.01.01.11.11.11.21.21.36 Fascicle II.3 - Rec. E.521TABLE 3/E.521Single-hour capacity, in Erlangs, as a function of the number of trunksand of the peakedness factorParameters: Blockage 0.01; No allowance for day-to-day variation; Weighted mean peakedness factor.Numberof tru

21、nksrequired1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.4 3.8 4.012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849500.060.220.530.941.421.972.563.193.834.535.225.946.677.428.178.949.7210.5011.3112.0812.8913.7214.5315.3616.1917.0317.8618.6919.5620.3921.2522.11

22、22.9723.8324.6925.5826.4427.3128.1929.0829.9430.8331.7232.6133.5034.3935.2836.1737.0637.970.00.00.330.691.141.642.192.813.424.084.755.446.146.867.588.339.089.8310.6111.3912.1913.0013.7814.5815.3916.2217.0317.8618.6919.5320.3621.1922.0622.8923.7524.5825.4426.3127.1728.0328.8929.7530.6431.5032.3933.25

23、34.1435.0035.8936.780.00.00.00.500.891.361.862.443.033.674.314.975.646.367.067.788.509.2510.0010.7811.5312.3113.0813.8914.6715.4716.2817.0817.8918.7219.5320.3621.1922.0022.8323.6924.5325.3626.2227.0627.9228.7829.6130.4731.3332.1933.0833.9434.8135.670.00.00.00.00.671.081.582.112.673.283.894.565.195.8

24、96.587.288.008.729.4410.1910.9411.6912.4713.2214.0014.8115.5816.3617.1717.9718.7819.5820.3921.2222.0322.8623.6924.5325.3626.1927.0327.8628.7229.5630.4231.2532.1132.9733.8134.670.00.00.00.00.00.01.311.812.362.923.534.144.815.446.116.817.508.228.929.6710.3911.1411.8912.6413.3914.1714.9415.7216.5017.28

25、18.0818.8919.6720.4721.2822.1122.9223.7224.5625.3926.1927.0327.8628.6929.5330.3931.2232.0632.9233.750.00.00.00.00.00.00.01.532.032.583.173.784.395.035.696.367.067.758.449.149.8610.6111.3612.0812.8313.5814.3315.1115.8616.6417.4218.2219.0019.8120.5821.3922.1923.0023.8124.6125.4426.2527.0827.8928.7229.

26、5630.3931.2232.0632.890.00.00.00.00.00.00.00.01.752.282.833.424.034.675.315.946.617.317.978.679.3910.0810.8111.5612.2813.0313.7814.5315.2816.0616.8117.5818.3619.1419.9220.7221.5022.3123.1123.8924.6925.5326.3327.1427.9428.7829.5830.4231.2532.080.00.00.00.00.00.00.00.01.502.002.533.083.674.284.925.566

27、.196.867.538.228.929.6110.3311.0311.7812.5013.2213.9714.7215.4716.2217.0017.7518.5319.3120.0820.8621.6422.4423.2224.0324.8125.6126.4227.2228.0328.8629.6730.4731.310.00.00.00.00.00.00.00.00.01.752.252.783.333.944.565.175.816.447.117.818.479.179.8610.5611.2812.0012.7213.4414.1914.9215.6716.4217.1917.9

28、418.6919.4720.2521.0321.8122.5823.3624.1724.9425.7526.5627.3328.1428.9429.7530.580.00.00.00.00.00.00.00.00.00.01.972.473.033.614.194.815.426.066.727.398.068.729.4210.1110.8111.5312.2212.9413.6714.4215.1415.8916.6417.3918.1418.8919.6720.4421.1921.9722.7523.5324.3125.1125.8926.6927.4728.2829.0829.890.

29、0000.00.00.00.00.00.00.00.00.02.222.723.283.864.445.065.696.336.977.648.318.979.6710.3611.0611.7512.4713.1913.9214.6415.3616.1116.8617.6118.3619.1119.8620.6421.3922.1722.9423.6924.5025.2826.0626.8327.6428.4229.220.00.00.00.00.00.00.00.00.00.00.00.00.02.693.223.814.394.975.586.226.867.508.178.839.501

30、0.1910.8611.5612.2812.9713.6914.3915.1115.8616.5817.3118.0618.8119.5320.2821.0621.8122.5623.3324.0824.8625.6426.4227.1927.970.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03.193.754.314.895.506.116.757.398.038.699.3610.0310.6911.3912.0812.7813.4714.1714.8915.6116.3117.0617.7818.5019.2519.9720.7221.4722

31、.2222.9723.7224.4725.2526.0026.780.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03.444.004.585.175.786.397.007.648.318.949.6110.2810.9411.6412.3313.0313.7214.4215.1415.8316.5617.2818.0018.7219.4720.1920.9421.6922.4223.1723.9224.6925.4426.19Fascicle II.3 - Rec. E.521 7TABLE 4/E.521Single-hour capacit

32、y, in Erlangs, as a function of the number of trunksand of the peakedness factorParameters : Blockage 0.01; Low day-to-day variation allowance; Weighted mean peakedness factor.Numberof trunksrequired1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.4 3.8 4.01234567891011121314151617181920212223242526272

33、8293031323334353637383940414243444546474849500.060.220.530.941.391.892.443.033.644.254.925.586.256.947.648.339.069.8110.5311.2812.0312.7813.5314.3115.0815.8616.6417.4218.2219.0019.8120.6121.3922.2223.0323.8324.6425.4726.2827.1127.9228.7529.5830.4231.2532.0832.9233.7534.5835.440.00.00.330.691.141.642

34、.142.693.283.894.535.175.816.507.177.868.569.2810.0010.7211.4412.1912.9413.6914.4415.2215.9716.7517.5318.3119.0819.8920.6721.4722.2523.0623.8624.6725.4726.2827.0827.9228.7229.5630.3631.1932.0332.8333.6734.500.00.00.00.500.891.361.862.422.973.564.174.785.426.086.757.428.118.819.5010.2210.9411.6712.39

35、13.1413.8614.6115.3616.1416.8917.6718.4419.1919.9720.7521.5622.3323.1423.9224.7225.5326.3127.1127.9228.7529.5630.3631.1732.0032.8133.640.00.00.00.00.671.081.582.112.673.223.834.445.065.696.337.007.678.369.069.7510.4411.1711.8912.6113.3314.0814.8115.5616.3117.0617.8318.5819.3620.1120.8921.6722.4423.2

36、524.0324.8125.6126.3927.1928.0028.8129.6130.4231.2232.0332.830.00.00.00.00.00.01.311.812.362.923.504.084.695.335.976.617.287.948.619.3110.0010.6911.4212.1112.8313.5614.2815.0315.7816.5017.2518.0018.7819.5320.2821.0621.8322.6123.3924.1724.9425.7226.5027.3128.0828.8929.6930.4731.2832.080.00.00.00.00.0

37、0.00.01.532.032.583.173.784.364.975.616.256.897.568.228.899.5610.2510.9411.6712.3613.0813.8114.5315.2516.0016.7217.4718.2218.9719.7220.4721.2522.0022.7823.5324.3125.0825.8626.6427.4428.2229.0029.8130.5831.390.00.00.00.00.00.00.00.01.752.282.833.424.034.645.255.896.537.177.838.509.179.8310.5311.2211.

38、9212.6113.3314.0614.7815.5016.2216.9417.6918.4219.1719.9220.6721.4422.1922.9423.7224.4725.2526.0326.8127.5828.3629.1429.9430.720.00.00.00.00.00.00.00.01.502.002.533.083.674.284.925.536.176.817.448.118.789.4410.1110.8111.5012.1912.8913.5814.3115.0315.7216.4717.1917.9218.6719.3920.1420.8921.6422.3923.

39、1423.9224.6725.4426.2226.9727.7528.5329.3130.080.00.00.00.00.00.00.00.00.01.752.252.783.333.944.565.175.816.447.087.728.399.069.7210.3911.0811.7512.4413.1413.8614.5615.2816.0016.7217.4418.1718.8919.6420.3621.1121.8622.6123.3624.1124.8925.6426.4227.1727.9428.7229.500.00.00.00.00.00.00.00.00.00.01.972

40、.473.033.614.194.815.426.066.727.368.038.679.3310.0010.6711.3612.0312.7213.4214.1114.8315.5316.2516.9717.6918.4219.1419.8920.6121.3622.1122.8323.5824.3325.1125.8626.6127.3928.1428.920.00.00.00.00.00.00.00.00.00.00.02.222.723.283.864.445.065.696.336.977.648.318.949.6110.2810.9411.6412.3113.0013.6914.

41、3915.1115.8116.5317.2217.9418.6719.4220.1420.8621.6122.3323.0823.8324.5825.3326.0826.8327.5828.360.00.00.00.00.00.00.00.00.00.00.00.00.02.693.223.814.394.975.586.226.867.568.198.869.5010.1710.8311.5012.1912.8613.5614.2514.9415.6716.3617.0817.7818.5019.2219.9420.6721.3922.1122.8623.5824.3325.0625.812

42、6.5627.310.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03.193.754.314.895.506.116.757.398.038.679.3310.0010.6711.3612.0612.7513.4414.1414.8315.5616.2516.9417.6418.3319.0619.7820.4721.1921.9222.6423.3624.1124.8325.5626.310.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03.444.004.585.175.786.397.007.648.

43、318.949.6110.2810.9411.6412.3313.0313.7214.4215.1115.8116.5017.1917.8918.6119.3120.0320.7521.4422.1722.8923.6424.3625.0825.838 Fascicle II.3 - Rec. E.521TABLE 5/E.521Single-hour capacity, in Erlangs, as a function of the number of trunksand of the peakedness factorParameters : Blockage 0.01; Medium

44、day-to-day variation allowance; Weighted mean peakedness factor.Numberof trunksrequired1.0 1.2 1.4 1.6 1.8 2.0 2.2 2.4 2.6 2.8 3.0 3.4 3.8 4.012345678910111213141516171819202122232425262728293031323334353637383940414243444546474849500.060.220.530.941.391.862.392.943.534.114.725.366.006.647.317.978.6

45、49.3310.0310.6911.4212.1112.8313.5314.2514.9715.6916.4417.1717.9218.6419.3920.1420.8921.6422.3923.1423.8924.6425.4226.1726.9427.7228.4729.2530.0330.8131.5832.3633.140.00.00.330.691.141.612.112.643.193.784.394.975.616.226.897.538.198.869.5310.1910.8911.5812.2813.0013.6914.4215.1115.8316.5617.2818.031

46、8.7519.4720.2220.9721.6922.4423.1923.9424.6925.4426.1926.9727.7228.4729.2530.0030.7831.5632.310.00.00.00.500.891.361.832.362.893.474.034.645.255.866.477.117.788.429.089.7510.4211.1111.7812.4713.1713.8614.5815.2816.0016.7217.4218.1418.8619.6120.3321.0621.8122.5323.2824.0324.7825.5026.2527.0027.7828.5

47、329.2830.0330.8131.560.00.00.00.00.671.081.582.082.613.173.724.314.895.506.116.757.368.038.679.339.9710.6411.3312.0012.6913.3914.0814.7815.4716.1716.8917.5818.3119.0319.7520.4721.1921.9422.6723.3924.1424.8625.6126.3627.1127.8628.6129.3630.1130.860.00.00.00.00.00.01.311.812.332.863.424.004.565.175.78

48、6.397.007.648.288.929.5610.2210.8911.5612.2512.9213.6114.2814.9715.6716.3917.0817.7818.5019.2219.9220.6421.3622.0822.8123.5624.2825.0025.7526.4727.2227.9728.7229.4430.190.00.00.00.00.00.00.01.532.032.583.143.694.254.835.426.036.647.287.898.539.179.8310.4711.1411.8112.4713.1413.8314.5315.1915.8916.58

49、17.2818.0018.6919.4220.1120.8321.5622.2522.9723.7224.4425.1725.8926.6427.3628.1128.8329.580.00.00.00.00.00.00.00.01.752.282.833.393.944.535.115.696.316.927.538.178.819.4410.0810.7211.3912.0612.7213.3914.0814.7515.4416.1116.8117.5018.1918.9219.6120.3121.0321.7522.4423.1723.8924.6125.3326.0626.7827.5328.2529.000.00.00.00.00.00.00.00.01.502.002.533.083.674.224.785.395.976.587.197.818.449.069.6910.3611.0011.6412.3112.9713.6414.3115.0015.6716.3617.0617.7518.4419.1419.8320.5321.2521.9422.6723.3624.0824.8

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1