Trabajo para sumergir 1" hasta dejarlo rasante. (1.—Frente á la pág. 420.) 
diera y GE Altura del aire en el interior del metro cúbico. Altura'o 18 polmoa. Nolmen Peso de E AA Sena a 
descendido en e gDa elyrstro cúbico. hidráulica compresora. agua isplazada: ga ei medios. is 
0 1000 10% 0 0 0 
1000 — 90 —_— 
10 | — —— + V 855 +100000 = + 554,0983 
a — 455 
99,0983 | 10”—0,902= 9,0983 90983" 93*,712 - 46% 856 Ñ 
1000 — 80 A 
20. | — ——g— + V 460*-+ 100000 = + 558,214 
— 460 
98,2114 | 20 — 1,789 =18",2114 1821140” 187,577 140' 644 
, 1000 —70 -_—_—__—— 
O A V 465* +100000 = + 562,3388 
— 465 
97,3388 | 30 — 2,662 = 27",3388 2733880 281*,589 234% 583 
1000 — 60 ——— 
40 | — —G— + V gro? + 100000 —= + 506,4803 
— 470 
96,4803 | 40 —3,520 =36',4803 | 364803'* 375,147 328',668 
1000 — 50 ===> 
50 |] — —— + V 415*+ 100000 = + 570,6856 
15 
95,6356 | 50 —4,365=45",6356 | 456356” 4r70*,046 422,806 
Kilográmetros. 
1000 — 40 === A AS 
60 3 — + V 480% + 100000 = + 574,8043 y 410,635 
— 480 
94,8043 | 60 —5,196 =54%,8043 | 548043 564% 484 517,265 
e 1000 — 30 A 
10 | — —=== + Y a85*+ 100000 = = 578,9861 
e — 485 
93,9861 | 70 —6,014= 63",9861 | 639861% 659,056 614770 
1000 — 20 —_ 
so | — ——— + Y 490*+ 100000 = + 583,1809 
— 490 
93,1809 80 — 6,819 = 73*,1809 181809 753,763 706,409 
1000 — 10 RÁ 
9 | — —=— + y dg5*- 100000 = + 587,381 
— 495 
92,3881 90 —7,612= 82,3881 | 823881” s48*,507 801*,180 
1000— 0 A —Á 
100 | — === + V 500*+100000 —= -+ 591,6079 
— 500 ) 
91.6079 | 100 —8,392= 91%,6079 | 916079 943 561 896,079 
4706*,350 
