| Literature DB >> 35409527 |
Paulina Tomal1, Anna Fryzowicz2, Elżbieta Skorupska1, Lechosław B Dworak3.
Abstract
This article investigates schoolchildren's ability to carry an additional load using a backpack (BP). According to scientific research, there is no precise limit to the maximum backpack load, which varies from 10% to 15% of body weight (BW). The purpose of this study was, therefore, to evaluate the influence of an additional external load carried using a backpack on gait kinematics among seven-year-old children in Poland, including assessment of the gender differences. The study was conducted among 26 (13 boys and 13 girls) primary school children aged seven years. The children walked at their preferred speed, under four conditions: with no load (0% BW) and with 10%, 15% and 20% BW. Spatiotemporal parameters were measured using the 2 m Footscan® platform system and photocell Sectro timing system. The children walked more slowly under an additional load. Their step length and single support time decreased. Their base of support, step time and double support time increased. There was no significant effect on their stride length or gait cycle time. The gait kinematic changes were most evident between 10% BW and greater loading. The results highlight how children's gait is affected by carrying additional external loads, which should not exceed 10% BW. That limit is appropriate for both genders.Entities:
Keywords: backpack; biomechanics; gait; kinematic; load carriage; schoolchildren; weight
Mesh:
Year: 2022 PMID: 35409527 PMCID: PMC8998080 DOI: 10.3390/ijerph19073843
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Participants’ anthropometrics and BP loads (mean ± 1SD).
| Gender | N | Body Mass [kg] | Height [cm] | BMI | BP Load Brought to School | BP load, %BW |
|---|---|---|---|---|---|---|
| Boys | 13 | 26.44 | 126.14 | 16.38 | 2.08 | 7.09 |
| Girls | 13 | 28.29 | 126.2 | 17.31 | 2.41 | 8.42 |
Figure 1Roll-off screen (Footscan® platform system).
Figure 2Measurement path including level adjustments and research environment.
Figure 3Scheme of the mid-gait protocol (developed based on the available sources).
Inferential statistics of the spatiotemporal parameters of the gait in different loading conditions.
| Mean (SD) | F |
| ŋ2 | |||||
|---|---|---|---|---|---|---|---|---|
| Gender | 0% BW | 10% BW | 15% BW | 20% BW | ||||
| Step length [cm] | G | 53.61 (2.84) | 49.97 (3.77) | 48.97 (3.68) | 46.18 (3.02) | 31.88 | <0.001 | 0.73 |
| B | 52.92 (3.78) | 51.23 (4.13) | 48.75 (4.22) | 44.90 (3.71) | 44.60 | 0.006 | 0.79 | |
| Stride length | G | 98.70 (8.27) | 98.93 (8.28) | 95.66 | 95.42 (8.87) | 1.17 | 0.334 | 0.09 |
| B | 103.01 (10.85) | 102.65 (10.40) | 94.53 | 101.43 (9.94) | 2.03 | 0.512 | 0.14 | |
| H–H Base of support [cm] | G | 5.07 (2.15) | 5.83 (1.76) | 6.99 (2.82) | 9.73 (3.14) | 13.48 | <0.001 | 0.53 |
| B | 6.48 (2.29) | 6.16 (1.56) | 8.86 (2.11) | 10.68 (2.24) | 30.34 | <0.001 | 0.72 | |
| Step Time [ms] | G | 444.49 (34.14) | 473.78 (3.65) | 482.27 (67.87) | 490.63 (39.96) | 4.08 | 0.001 | 0.25 |
| B | 427.46 (36.68) | 415.09 (46.85) | 435.15 (68.29) | 493.11 (45.23) | 12.79 | <0.001 | 0.52 | |
| Gait Cycle Time [ms] | G | 926.76 (118.32) | 931.20 (87.28) | 899.97 (116.11) | 901.92 (111.58) | 0.67 | 0.578 | 0.05 |
| B | 842.89 | 822.11 (93.15) | 791.29 (134.96) | 881.83 (147.14) | 2.21 | 0.104 | 0.16 | |
| Single Support Time [ms] | G | 344.93 (25.53) | 332.12 (25.79) | 319.56 (33.10) | 307.25 (23.18) | 7.43 | 0.001 | 0.38 |
| B | 341.47 (30.57) | 311.62 (40.19) | 305.51 (38.37) | 298.84 (30.99) | 7.35 | 0.001 | 0.38 | |
| Double Support Time [ms] | G | 210.10 (28.87) | 236.30 (24.52) | 256.02 (41.01) | 266.29 (27.85) | 13.05 | <0.001 | 0.52 |
| B | 181.28 (36.04) | 193.47 (30.02) | 226.29 (46.45) | 249.74 (29.79) | 17.59 | <0.001 | 0.59 | |
| Velocity | G | 0.91 (0.06) | 0.87 (0.07) | 0.85 (0.08) | 0.76 (0.05) | 54.86 | <0.001 | 0.86 |
| B | 0.88 (0.13) | 0.88 (0.12) | 0.88 (0.09) | 0.77 (0.10) | 10.78 | <0.001 | 0.57 | |
Boys (B), girls (G).
Figure 4Single-support-time (SST) values for different BP loads.
Figure 5Double-support-time (DST) values for different BP loads.