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Tab.1 Parameters of fractal tree in landscape design Landscape number trunk bifurcation branch The leave/piece 1 5 125 352 2 8 136 432 3 12 148 568 4 16 157 652 5 18 169 758 6 20 178 896 Table 1 shows the parameter of fractal trees in the process of landscape design, which mainly includes three parts, namely the trunk, branches and leaves.
The maximum of bifurcation branch reaches 178 and the max value of leaves up to 896 pieces, which is very consistent with actual situation.
The minimum number of leaves was 352 and its maximum was 896.

Typical bands assigned to cellulose were observed at 896 cm-1 and in the region of 1630-1160 cm-1.
The absorption band at 896 cm-1 is assigned as C-O-C stretching vibration of glycosidic bonds in cellulose.
The peaks at 1334 and 896 cm-1 represent O-H bending vibrations in cellulose.
There are modifications of the signals at 1428 cm-1, 896, 875 cm-1 and 712 cm-1.

XRD patterns of the samples fabricated by injection casting and melt spinning; (a) P0 alloy and (b) P1 alloy. 1200 1250 1300 1350 1400 1450 1500 1550 1600 0.001 0.01 0.1 1 10 100 40 K/s 3 rpm (770 K/s) 6200 K/s CCT (P1) CCT (P0) Time (seconds) Temperature (K) (a) 876 K 896 K Rs: 790 K/s Rm: 770 K/s (b) 1200 1250 1300 1350 1400 1450 1500 1550 1600 0.001 0.01 0.1 1 10 100 40 K/s 3 rpm (770 K/s) 6200 K/s CCT (P1) CCT (P0) Time (seconds) Temperature (K) (a) 1200 1250 1300 1350 1400 1450 1500 1550 1600 0.001 0.01 0.1 1 10 100 40 K/s 3 rpm (770 K/s) 6200 K/s CCT (P1) CCT (P0) Time (seconds) Temperature (K) (a) 876 K 896 K Rs: 790 K/s Rm: 770 K/s (b) 876 K 896 K Rs: 790 K/s Rm: 770 K/s 876 K 896 K Rs: 790 K/s Rm: 770 K/s (b) Fig. 2.

Mix ID Portland cement (%) Fly ash (%) w/cm Fine aggregate (Kg/m3) Coarse aggregate (Kg/m3) HRWRA (%) SCC-CM 100 0 0.36 896 800 1.8 SCC-35FA 65 35 0.36 896 800 1.8 SCC40FA 60 40 0.36 896 800 1.8 Samples for compressive strength and durability were taken after the end of 2-hour continuous mixing and evaluated in accordance with ASTM and British Standard 8110.

（R-1Si/Al2 ratio=786，R-2 Si/Al2 ratio=896,R-3 Si/Al2 ratio=956,R-4 Si/Al2 ratio=1043） It can be seen from Figure 1 that the two diffraction peaks between 7◦ and 10◦ are the characteristic peaks of ZSM-5 zeolite, corresponding to the (1 0 1) and (0 2 0) crystal faces, respectively [8].
When Si/Al molar ratio are 786 (R-1) and 896 (R-2), respectively, it is observed intergrowth and twinning with highly aggregation.

Table1- Fine Aggregates Grading Sieve size (mm) 5 2.36 1.18 0.6 0.3 0.15 Passing % Sand 95 90.5 81 30 10 2.5 Dune sand 100 100 100 89.9 64.5 3.5 Table 2- Coarse Aggregate Grading Sieve size (mm) 50 20 14 12.5 10 5 Passing % Size 10 mm 100 97.5 83 50 30.5 5.3 Table 3-Mix Proportions per 1m3 Mix Cement (kg) Silica fume (kg) Dolomite size1 (kg) Sand (kg) Dune Sand (kg) Water cement ratio Admixture (by weight of cement) A 350 35 896 896 0 0.45-0.47 3.5% A10 806.4 89.6 A25 672 224 A50 448 448 A75 224 672 A100 0 896 B 400 40 844 844 0 0.40-0.43 3.5% B10 759.6 84.4 B25 633 211 B50 422 422 B75 211 633 B100 0 844 Tests Tests carried out on fresh self-compacting concrete were slump flow,T50cm ,V-funnel, V-funnel t5min ,and GTM screen stability test.

Table 2 Comparison data Serial Number Road wireless remote monitoring Vehicle real-time monitoring ASM condition monitoring CO [%] HC [10- 6] NOx [10- 6] CO [%] HC [10- 6] NOx [10- 6] CO [%] HC [10- 6] NOx [10- 6] 1 4.73 573 674 4.83 558 685 5.74 583 675 2 5.21 637 854 8.23 837 454 5.11 658 454 3 2.83 943 365 6.43 843 765 2.12 543 142 4 0.86 357 567 0.58 256 476 0.83 327 468 5 7.54 865 742 4.54 265 332 2.84 635 242 6 1.40 685 896 5.40 785 496 0.96 674 584 7 7.18 456 346 7.08 856 346 3.18 516 226 8 9.92 857 793 10.62 920 753 10.98 846 788 9 11.25 896 867 9.85 990 795 10.25 864 876 10 5.96 463 235 8.96 853 235 3.96 452 353 11 4.24 568 134 6. 42 826 134 3.24 468 243 12 8.24 945 835 8.93 745 933 8.84 949 831 13 2.11 235 474 7.11 835 675 3.11 325 147 14 3.67 467 456 8.67 867 624 3.27 367 436 15 6.56 256 567 6.86 846 577 4.52 356 457 16 3.67 453 676 2.87 483 638 3.54 458 663 17 8.42 842 914 8.32 838 810 7.98 896 905 18 1.28 368 107 6.28 786 107 3.28 448 427 From Table 2, it is found

Simulating once-in-a-century single flushing hole in this tests, the upstream water level was 896.34m, the downstream water level was 865.69m.
(2)The once-in-a-century floods Hup =896.34m,Hdown =865.92m，when the stability of the upstream and downstream , Q=80.60m3/s.

The highest flexural strength of 896.75MPa was also measured with the content of 10vol% TiN.
The flexural strength of the tool material fabricated at the sintering process of 1700℃, 45min and 32MPa can achieve 896.75MPa when the content of nano-scale TiN is 10vol%.

Material Moisture content [% m³/m³] Specific heat capacity [Jkg-1K-1] BK-Ref 0.00 828 BK1- 5 0.00 896 BK1- 10 0.00 928 BK2- 5 0.00 896 BK2- 10 0.00 950 BK3- 5 0.00 886 BK3- 10 0.00 887 Table 6.