Question: table [ [ i , d ( m ) , Q _ pipe ( m ^ 3 / s ) , v _ pipe,E

\table[[i,d(m),Q_pipe (m^3/s),v_pipe,E_L,E(m),c_d,q i (m^3/s),],[\table[[Location of],[Orifices]],\table[[Assumed Diameter],[of Orifices]],Design Discharge,\table[[Flow Velocity in],[Pipe]],\table[[Energy Loss at each],[Orifices]],\table[[Available Energy],[System]],,\table[[Discharge from the],[Orifices]],],[1,0.18,1.9000,2.4192,0.0000,1.500,0.5147,0.0710,],[2,0.18,1.8290,2.3287,0.0318,1.468,0.5208,0.0711,],[3,0.18,1.7578,2.2381,0.0294,1.439,0.5271,0.0713,],[4,0.18,1.6866,2.1474,0.0270,1.412,0.5334,0.0714,],[5,0.18,1.6151,2.0564,0.0248,1.387,0.5399,0.0717,],[6,0.18,1.5434,1.9652,0.0226,1.364,0.5463,0.0719,],[7,0.18,1.4715,1.8736,0.0206,1.344,0.5528,0.0722,],[8,0.18,1.3993,1.7816,0.0186,1.325,0.5592,0.0726,],[9,0.18,1.3267,1.6892,0.0167,1.308,0.5655,0.0729,],[10,0.175,1.2538,1.5964,0.0149,1.294,0.5718,0.0693,],[11,0.175,1.1845,1.5082,0.0133,1.280,0.5775,0.0696,],[12,0.175,1.1149,1.4196,0.0118,1.268,0.5830,0.0700,],[13,0.175,1.0450,1.3305,0.0104,1.258,0.5884,0.0703,],[14,0.175,0.9746,1.2410,0.0090,1.249,0.5936,0.0707,],[15,0.175,0.9040,1.1510,0.0078,1.241,0.5985,0.0710,],[16,0.175,0.8329,1.0605,0.0066,1.235,0.6031,0.0714,],[17,0.175,0.7615,0.9696,0.0055,1.229,0.6074,0.0717,],[18,0.175,0.6898,0.8783,0.0045,1.225,0.6114,0.0721,],[19,0.175,0.6177,0.7865,0.0036,1.221,0.6150,0.0724,],[20,0.175,0.5453,0.6943,0.0028,1.218,0.6183,0.0727,],[21,0.175,0.4726,0.6017,0.0021,1.216,0.6212,0.0730,],[22,0.175,0.3996,0.5088,0.0015,1.215,0.6237,0.0732,],[,,,,,Design Constrain 1,Total q_i : Q_0=1.9,1.574,FAIL],[,,,,,Desgn Constrain 2,3%,5.39,FAIL],[,,,,,q_max,q_min,],[,,,,,,0.0732,0.0693,]]
Set up d1 and d2(where d DIA ) that satisfy the 2 design constrains. I tried a lot of number sets but still cannot satisfy both. Please help!
\ table [ [ i , d ( m ) , Q _ pipe ( m ^ 3 / s )

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