通过杂交和结合能力研究来增加柔特 (Corchorus olitorius L.) 纤维产量,以打破产量高原
Kumar Nishant Chourasia1, Jitendra Kumar Meena1, Rakesh Bhowmick1
1Division of Crop Improvement, ICAR Central Research Institute for Jute and Allied Fibres, Kolkata, India.
Frontiers in plant science
|March 13, 2025
概括
杂交通过识别优越的母系和杂交物来显著提高木质纤维产量. 这项研究提供了一个可持续的解决方案,以增加天然纤维的生产,以满足不断增长的全球需求.
科学领域:
- 农业科学 农业科学
- 植物育种 植物育种
- 遗传学 遗传学 是一个
背景情况:
- 全球对天然纤维的需求正在上升,需要增加柔特产量.
- 柔特种植正在下降,因此需要提高产量战略的关键需求.
- 对合成材料的可持续替代品需要提高天然纤维的生产力.
研究的目的:
- 探索杂交和结合能力,以提高木的遗传产量潜力.
- 为了确定精英家长线和混合组合,以提高纤维产量和生物质.
- 评估遗传多样性和异质性,以实现有效的果汁繁殖.
主要方法:
- 双向交配设计涉及10个父线和90个混合组合.
- 评估特征:纤维产量,植物高度,基底直径,棒重量,绿色生物质.
- 使用内部长度多态性标记物的分子表征.
主要成果:
- JROBA 3和JBO 1被确定为精英的总结器.
- 混合动力JROBA 3 × JRO 2407显示出高特异组合能力 (SCA),超过了国家检查24.42%.
- 棒的重量与纤维产量有很强的相关性;混合JROBA 3 x JBO 1显示了18%的生物质优势.
结论:
- 异质化繁殖通过非添加基因作用有效地提高了果汁纤维的生产力.
- 识别的父母和杂交品为提高产量提供了显著的潜力.
- 分子多样性分析为未来的育种计划和可持续发展目标提供了洞察力.
相关概念视频
Drying Shrinkage
64
When hardened concrete is exposed to air with a relative humidity of less than 100 percent, it begins to lose the free water within its capillaries. As this water evaporates, the water initially adsorbed onto the calcium silicate hydrates migrates towards these now empty spaces and eventually evaporates as well. Over time, as more water leaves, the volume of the concrete decreases, a phenomenon known as drying shrinkage.
A portion of this drying shrinkage can be reversed; if the concrete is...
A portion of this drying shrinkage can be reversed; if the concrete is...
64
Moisture Content and Bulking of Aggregate
129
The moisture content of aggregates is a crucial factor in construction, particularly in concrete mixing, as it influences the total water required in the mix. Moisture content represents the water coated on the exterior surface of the aggregate existing in a saturated and surface-dry condition. The total water content of a moist aggregate is the sum of its moisture content and water absorption.
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
When aggregates are exposed to rain or sit in stockpiles, they absorb moisture, which must be...
129
Bulk Density of Aggregate
384
Bulk density refers to the mass of aggregate particles that would fill a unit volume. The concept of bulk density originates from the inability to pack aggregate particles in a manner that completely eliminates void spaces. Hence, the term bulk refers to the volume that encompasses both the aggregates and the voids. This measurement is crucial when aggregates are batched by volume and is used to convert quantities by mass to volume.
Most natural mineral aggregates, like sand and gravel,...
Most natural mineral aggregates, like sand and gravel,...
384
Tensile Strength Considerations of Concrete
103
Considering the tensile strength of concrete involves recognizing that the theoretical strength of cement paste can be up to a thousand times higher than what is observed in practical applications. This significant discrepancy is largely attributed to the presence of microscopic cracks within the concrete. These cracks tend to amplify stress at their tips when a load is applied, a phenomenon explained by Griffith's theory of brittle fracture.
The dimensions and shape of a concrete specimen...
The dimensions and shape of a concrete specimen...
103
Factors Affecting Creep
107
In normal-weight aggregate concrete, the hardened cement paste is the primary contributor to creep, whereas the aggregates, being stiffer than the cement paste, are more resilient to stress-induced deformation. The stiffness of the aggregates is defined by their modulus of elasticity, and the more voluminous they are in the concrete, the less it will creep.
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
Further, the water/cement ratio is critical, as a lower ratio increases concrete strength, thus reducing creep. The strength of the...
107
Elasticity in Concrete
80
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
80


